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HomeMy WebLinkAbout4100 Everett Drive` 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: j No one available for inspection: Time AM/PM Re -Inspection required: Yes No `When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE TH/S NOT/CE City of Wheat Ridge Homeowner Accessory Structure PERMIT - 202002131 PERMIT NO: 202002131 ISSUED: 11/19/2020 JOB ADDRESS: 4100 Everett Dr EXPIRES: 11/19/2021 JOB DESCRIPTION: Shed addition to existing unconditioned storage shed - 95 sq ft total *** CONTACTS *** OWNER ( 72 0) 648-5768 VANDERSTRATEN GABRIEL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21100.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 44.10 Permit Fee 93.35 ** TOTAL ** 198.13 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Homeowner Accessory Structure PERMIT - 202002131 202002131 4100 Everett Dr ISSUED: 11/19/2020 EXPIRES: 11/19/2021 Shed addition to existing unconditioned storage shed - 95 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) Date: Thursday, October 15, 2020 10:59:29 PM Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 4100 Everett Drive Property Owner Name Gabe vanderstraten Property Owner Phone 720-648-5768 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email vgabe13@hotmail.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" electronic Oavment form.docx CONTRACTOR INFORMATION Contractor Business N/A Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) X Contact Email Address vgabe13@hotmail.com for Questions/Comments Retype Contractor vgabel3@hotmail.com Email Address DESCRIPTION OF WORK Detailed Scope of Work - Example: Detached Garage with Electrical; Unconditioned shed Square Footage of Accessory Structure Engineering Letters and Other Letter Size Attachments Construction Plans scanned on 11'x17" or larger Shed Addition to existing unconditioned storage shed, adding (95sgft FF) to existing shed ( 99sgft FF). Total FF SQFT of Combined shed area <200sgft. Constructed with 2x4 framing and repurposed gluelams. Stucco and wood exterior finish. 95 Field not completed. Gabe Shed - 10.15.2020.odf Project Value (contract 2100 value or cost of ALL $2,100 Valuation is OK materials and labor) Mlei uG\lI]:».7011110101:1Ma IMI 01.ln[e1Ga01owmel:1=1r�d:10r1 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 gabe vanderstraten 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. Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED YVA BY: 1 DATE, /November 18, 2020 Architectural asphalt shingles and stucco over structural panel. Nailing schedule is 6" on ends 12" on centers 6d nails. Framing is 2" x 4" on 16" centers. 9' ceiling height on the main floor. COMMENTS: Approved with conditions Minor accessory structure building coverage maxreac e . /Contractor is responsible for locating property lines istructing improvements according to the approved A required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. SHED TO BE BUILT AS PER IRC, UBC OR CURRENT LOCAL CODE SHEET INDEX PAGE 1 TITLE MAIN FLOOR PLAN PAGE 2 SITE PLAN PAGE 3 ELEVATION VIEWS PAGE 4 FRAMING AND FOUNDATION PAGE 5 DETAILS O OZ) 2 V) • _ City of ENT MCOMWheat ledge DEVELOP APPROVED Reviewed for Code Compliance Randy Slusser 10/27/2020 Plans Examiner Date VaI of m mb: fie issuance of o perms or approval of p4rns spen/rmbom OW oompumhons shop not be a permq fo, or on approval of any nmobon b my of the provhams of Me burM V code or of oty City ordosoaces. premed prasmmnq to g" outhorae to war ar cancel the pso liam of ear abs av mdn or othn ordaanas of Mr ChystW mt be vaMG � SHED MAIN FLOOR PLAN IiI// iffell ALL WORK SHALL COMPLY WITH: • 2018 INTERNATIONAL RESIDENTIAL CODE • 2020 NATIONAL ELECTRICAL CODE ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections Z 0'J V C� LLj E 24 Q O OZ) 2 V) i i E~ O Z � SHED MAIN FLOOR PLAN IiI// iffell ALL WORK SHALL COMPLY WITH: • 2018 INTERNATIONAL RESIDENTIAL CODE • 2020 NATIONAL ELECTRICAL CODE ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections Z 0'J C� LLj E 24 Q O OZ) 2 V) Co D� E~ O Z U) > > 1� O aWQ OWO� E� �Q V 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 1017/2017 DRAWN BY: JUSTIN GUTIERREZ DATE: 10/15/2020 JOB NO. SHEET 1 OF 5 ® nSITE PLAN ci V=40' -O" Legal Description: SECTION 22 TOWNSHIP 03 RANGE 69 QTR SE SUBDIVISION CD464000 SUBDIVISION NAME LEE DOUDS 1ST RESUB BLOCK LOT 0033 SIZE: 29399 TRACT VALUE .675 CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO. KNOWN AS NO. 4100 EVERETT DRIVE, WHEAT RIDGE, CO 80033 (PROPERTY). Excavating & Backfilling General Notes: A. Division 1, including General and Supplementary Conditions and General Requirements apply to the work specified in this section. B. Soils Report: No soils test report has been prepared for this project. Contractor may make his own subsurface investigations to satisfy himself with site condition upon concurrence with Owner. C. Excavation: 1. Excavate for structures, conforming to elevations and dimensions shown within a tolerance of plus or minus .5", and extending a sufficient distance from footings or foundations to permit placing and removal of concrete form -work and other constru cti onreq u i red. 2.Remove all loose fill and fill contaminated with organic materials and/or building debris from areas below new building and new pavements. Dispose of excavated material off the site except for non -contaminated materials which may be used at the Contractor's option for back fill material. (see item D-1 below.) 3.Provide barricades around open excavations with warning lights at night time as necessary to protect persons from accidental harm. 4.Protect existing structures, utilities, pavements, trees, etc. from damage caused by excavation. 5.Avoid excessive wetting or drying of foundation excavation during construction. 6.Existing utilities: Locate existing underground utilities, if any, by careful hand excavation. If utilities are to remain, provide protection during construction. 7.See drawings for any specific requirements. D. Backfilling: 1. Backfill Material: Non -expansive granular structural fill, free from organic material, building debris, large rocks, excessive moisture. 2.Compaction Under Footings: All footings shall bear on undisturbed soil or concrete fill, except where void forms are indicated. Excavate by hand to final grade. 3.Compaction at Slabs on Grade: At least 95% of standard proctor density beneath areas which will support floor only. 4.Compaction at exterior pavements.: At least 95% of standard proctor density. 5.Placement of Backfill Materials: Place backfill material in maximum 8" layers, with each layer compacted to required density before placement of next layer. 6.Remove and replace, or scarify and air dry soil material that is too wet to permit compaction to specified density. 7.Backfll excavations as promptly as work permits, but not until completion of the following: Acceptance by Architect of construction below finish grade line including, where applicable, damp proofing, water proofing, wall insulation, and perimeter utilities. Inspection, testing, approval and recording locations of underground utilities. Removal of concrete form -work. Removal of trash and debris. Permanent or temporary horizontal bracing is in place on horizontally supported walls. 8.Grading: Grade areas adjacent to building lines to drain away from structure and to prevent ponding. Smooth finished surface compact and with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. Provide finish grading suitable for the application of sod. Remove or break down all large lumps of soil. Remove rocks, branches, and other debris which would be an impediment to installation of sod. Soil preparation (addition of sand, fertilizer, etc.) and installation of irrigation systems shall be by the Owner's andscape contractor. E. Basecourses: Unless otherwise indicated on drawings, provide the following: At Slab on Grade: Minimum 4" free draining gravel. Max. Particle Size: 2" Retained on No. 4 Sieve 50% Min. City of Retained on No. 200 Sieve: 5% Max. Compact as specified. Wheat Ridge At Exterior Paving & Concrete Walks: Minimum 4" free draining gravel as above. Compact as specified. Building Divisioi z C0 `' UJ w � X UJ E -B Q CD vJ W U W Q� U >LU� O >wQ O 0 E, rW11 fO CLIENT: GABRIEL VANDERSTRATEN DATE: 10/7/217 DRAWN BY: JUSTIN GUTIERREZ DATE: 10/15/202 C1 SITE PLAN SHEET 2OF5 2 A14 3 A14 PROPOSED SHED WEST VIEW A14 1/16" = V -0 - Top of Wall 91-011 e Foundation NORTH VIEW 01-011 A14 1/16" = V -0 - 3 SOUTH VIEW A14 1/16" = V-0" 4 EAST VIEW A14 1/16" = V-0" City of Wheat Ridge Building Division 0 W cr,) O LLI N Q 0 CO mE�O W U C) W wco z�w O �WQ i- a O 0 C:) E, x � �r CLIENT: GABRIEL VANDERSTRATEN DATE: 10/23/201] DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/23/201] A14 ELEVATIONS SHEET 3OF5 3/4" EXT SIMPSO wooD 3/4" EXTERIOR PLYWOOD SHEATHING (TVP OF 9) WEST VIEW SCALE: 1/4" = 1' 32 GO BURY DEPTH NORTH/SOUTH VIEW SCALE: 1/4" = 1' General framing: (Douglas Fir) Minimum header sizes shall be according to the following table unless otherwise noted. Header sizes (single story construction) 2'-0" to 4-0" Span 2-2x4s 4' + to 6-0" Span 2-2x6's 6' + to 8'-0" Span 2-2x8's 8' + to 10'-0" Span 2-2x10's 10'+ to 12-0" Span 2-2x12's or as noted on plan 2. Brace all exterior walls and cross -stud partitions at each end of building and at least every 25' of length by one of the following: a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of 7/16 inch. 3. Fire stopping: a. Fireblock stud spaces over 10' in height, furred spaces, soffits, drop ceilings, cove ceilings, stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials. 4. CDX plywood is not approved where exposed to weather, i.e., roof overhangs. 5. Exterior wall framing to be 2"1 studs at 16" o.c. Interior wall, framing at non-bearing walls to be 2"1 studs at 24" o.c. and at bearing walls 2"1 studs at 16" o.c. with double top plate. 6. Shear wall to be 7/16" Sheathing, see detail. 7. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place. 8. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted. 32 GO 9. Nailing to be per current U.B.C. unless otherwise noted. 10. All bearing partitions shall have double top plates. 11. Structural glued laminated timbers to be stamped by an approved agency. 12. Use redwood or pressure treated sole plates at all exterior walls. Roof Framing: 1. Fascia to be 2"x Douglas Fir 2. For soffit size see details 3. Trusses are to be an approved truss design from the truss manufacturer's engineer. 4. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection. 5. Solid blocking required between joists, rafters, and trusses over all bearing walls. 6. Minimum header sizes shall be according to the header size table unless otherwise noted. 7. Basis of design roof live/snow load of 40 psf, and roof dead load of 15 psf. 8. Plywood roof decking to be Min 3/4" thick, a, CDX or 3/4 wafer. City of Wheat Building 0') C� 111 EB 24 Q O 00 = U) Co D�E- O Z CO > > O aWQ OWO� E� a m � IWC W r n< v 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 10/7/2017 DRAWN BY: JUSTIN GUTIERREZ DATE: 10)15/2020 JOB NO. SHEET 4OF5 CDX PLYWOOD SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERTICAL JOINTS PANEL SHEATHING USED AS CORNER BRACING W/ LONG DIMENSION PARALLEL TO STUDS SIDING MATERIAL STRUCTURALPANEL CAN ACT AS SIDING IF OF EXTERIOR GRADE LEAVE 1/4" GAP @ EDGES & 1/8" GAP @ ENDS UNLESS OTHERWISE REC- OMMENDED BY MANUFACTURER WALL FRAMING 10d NAILS @ 6" O.C. AT EDGES & SEAMS AND 10d NAILS @ 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE TYPICAL BRACED WALL PANEL (BWP) City of Wheat Ridge Building Division � m c� w E 24 Q O 00 = U) Co E -O C) Z >> O pq a OWO� E� rQ V 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 10/7/2017 DRAWN BY: JUSTIN GUTIERREZ DATE: 10/15/2020 JOB NO. SHEET 5OF5 RESIDENTIAL Address: 4100 Everett Drive Permit- Plan Review Worksheet Zoning: R-1 Rev. 09/2017 Lot Size: 28,867 (Assessor) sq. ft. Lot Width: -127 ft. Property in the flood plain? No If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: LEE DOUDS 1ST RESUB Related Cases: Any conflict? (Y/N) Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 25 Existing Improvements (footprints): House: 3428(Assessor) sq. ft. Shed: 90 sq. ft. Detached garage: 988 sq ft. Other: sq. ft. Total Existing 4,506 Lot Coverage 15.6 S Required Setbacks: FR 30' Provided Setbacks: FR >30' sq. ft % 7,216.75 sq. ft. Proposed Improvements (footprints): House/addition: 3428 sq. ft. Shed: 200 sq. ft Detached Garage: 988 sq. ft. Other: sq. ft. Proposed+Existing 4,616 Lot Coverage 16 W E NW S 30' S 5' R 30' S >30' S 6' R >30' sq. ft For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: 10 ft. Maximum Size: 200 sq. ft. Proposed Height: —9.7 ft. Proposed Size: 200 sq. ft. Does the bulk plane apply? (Y/N) No If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 —applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions No 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. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = °% increase If any box above is checked... For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway / 70 = (round up for required trees) 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. Dwelling Unit ❑O Not approved as an independent dwelling unit. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �=r I Job Address: 44 Permit Number: 1 e .Y� i cam... 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Cat" 0 _ Job Address: oo Permit Number: "Do r_� 01 \. 11,01 ❑ No one available for inspection: Time rte; AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Dater -?, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �=r I Job Address: 44 Permit Number: 1 e .Y� i cam... I wF: w ❑ No one available for inspection: Tim —1` AM/PM Re -Inspection requires( _16 .fi -- *When corrections have been made, sch u/e for re -inspection online at: httpYlwww. ci. wheatridge. co. usylinspectio Dater �' Inspeo/tor, City of Wheat Ridge Residential Detached Garage PERMIT - 201708482 PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett Dr EXPIRES: 04/21/2020 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. *** CONTACTS *** OWNER (720)648-5768 GABRIEL VANDERSTRATEN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 37,939.20 FEES Total Valuation 0.00 Plan Review Fee 384.51 Use Tax 796.72 Permit Fee 591.55 Engin. Review Fee 150.00 Extend Expired Permi 295.78 Extend Expired Per 2 120.00 Misc. Fee 120.00 ** TOTAL ** 2,458.56 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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 is required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. Not approved as an independent dwelling unit. City of Wheat Ridge Residential Detached Garage PERMIT - 201708482 PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett Dr EXPIRES: 04/21/2020 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. 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 pennrt. If urther a Yost that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all ork'to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signat of ­ OWNER or CONTRACTOR (Circle one) Date I . is 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 Budding 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4' No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grnting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appkcable code orIlly 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. City of PIRCIE97-- WheatP'jq COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits&ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: C «5 z UCI.1 ,C>,.V4 'rtiFc ., Permit # 2 ; ,, i -4- 0 S14 �3 z Property Address: � I � �; "�? �z-{-� � ', Phone # Email Address: \4 ��la z 3� • j �,�, / c r�, Reason for extension request: 0,., y Number of days requested: ?C) Printed Name: f3 GtC r. Signature: �'"~ G r g � � Date: % — % / 0 i For office use only This request has Approved by: D Denied www.ci.wheatridge.coms Extended until: q121 -202o Date: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Com- G Job Address: CDC) �- Permit Number: ❑ No one available for inspecti.on�cgp_2�) AM/PM Re -Inspection required: Y!s ' No When corrections have been made, schedule for re -inspection online at: httpJ/www.ci.wheatridge.co.us4in - n Dat4- 147, Inspecto '----- DO NOT REVS THIS NOTICE City of Wheat Ridge Residential Detached Garage PERMIT - 201708482 PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett Dr EXPIRES: 01/23/2020 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. *** CONTACTS *** OWNER (720)648-5768 GABRIEL VANDERSTRATEN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 37,939.20 FEES Total Valuation 0.00 Plan Review Fee 384.51 Use Tax 796.72 Permit Fee 591.55 Engin. Review Fee 150.00 Extend Expired Permi 295.78 Extend Expired Per 2 120.00 ** TOTAL ** 2,338.56 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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 is required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. Not approved as an independent dwelling unit. ,. City of Wheat Ridge Residential Detached Garage PERMIT - 201708482 PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett Dr EXPIRES: 01/23/2020 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this_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 k to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Sig re ofOWNER �r CONTRACTOR (Circle one) Date 1. This perms was su ised 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 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. Thance or gran of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap is le cypde ora //ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST B8 MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat �%e COMMUNrry DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of tl}es gMap, I Re -issuance or extension of expired permits is at the sole discretion of the Chief Building O i� is guaranteed. Please complete this form in its entirety and submit to the Building Division at uermitsgei.wheatridge.co.us or fax to 303-237-8929. DEC 2 I )019 e'er Party requesting permit extension: Homeowner Permit # 201708482 Property Address: 4100 Everett Drive Wheat Ridge CO 80033_ Phone # 720-648-5768 Reason for extension request: Email Address: vgabel3@hotmail.com Delay in start of construction due to final court ruling of land Construction has been set back with minor weather delays. Number of days requested: 30 Printed Name: Gabe Vanderstraten Signature:f - -mate: 12/20/19 For office use only This request has been: Appro d Denied Extended until: Z 2� Approved by: _ Date: 12 1471 /-1 www.ci.wheatridge.co.us A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE I Inspection Type: Cy� 10 Job Address: Permit Number: .� /^ ^�I i � 1. li�� :i•e `' i} �..f �/'r flit ��•. 9 i ❑ No one available for inspection: Time i ! " `' AM/PM Re -Inspection required: Yes 4 When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Dater 0164 Inspector: DO NOT REMOVE THIS NOTICE f i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �'`-'\,, �_' -- Job Address: UC) Permit Number: ❑ No one available for inspection: Time 6" �..' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpAwww. ci. wheatridge. co. uslinspection Date: 1 2° 10' �� Inspector: ' DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: \—I ❑ No one available for inspection: Time ' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. whea tridge. co. usVinspection Date: ;,� w�% �` Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: \—I ❑ No one available for inspection: Time ' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. whea tridge. co. usVinspection Date: ;,� w�% �` Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: C_ U Job Address: tcu r o a Permit Nurnber:--) C> 1 0 2 Z V 17, !VV J No one available for inspection: Time - _-, AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.11www.ci. wheatridge.co.uslinspection Date:-/), Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:%- ❑ No one available for inspection: 1 Re -Inspection required'.:­. equired.:' Yes No When corrections have been made, srhel http✓/www.ci.wheatridge.co.uslinspeftion Date: 1 Z. f Z � Ins 1 Time /(,- _, AM/PM le for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: l U -., (-_ \-j ( P �� Job Address: Permit Number: , U \ 2 C' "=? L-A `!,,2_- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date: .) Y' Inspector: \ . DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4. "" k \"�- Job Address: ` CP Q C. Permit Number: a' Q ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. usrinspection Date:' ^' , 1 ` i Inspector: ®O NOT REMOVE THIS NOTICE }� i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -3 a 3 - 0:;� 0o -P Lea Job Address: L41 G ® V,6 4"r - Permit Number: 'a -fl ) i b 1-1 `B ❑ No one available for inspection: Time = AM/PM Re -Inspection required: YesNo, When corrections have been made, schedule for re -inspection online at: http✓/www. ci. whea tridge. co. us/Inspection Date: f l/-;_15-1 I c Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: VJ 1-t-- r 4? v < ✓ Job Address: I--<< j C ; Permit Number: -? y �� —� 7`'L_ G ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date: �, 1 s 1 �� Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /2-0 F� C - Job Address: FJZ_* 1 � Permit Number: (4--Z " ❑ No one available for inspection: Time M/.P1Cll Re -Inspection required: /Yes, No When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.uslinsp tio_n.�...�.e __ _ 1-7 Date: l ! Inspect DO NOT RE OVE THIS NOTICE w`1 City of Wheat Ride CommuNITy DEVELOPMENT FOR OFFICE USE ONLY Approved by: Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: �L' � � � � � �� ��. ao 190f PERMIT# ADDRESS: 00 LOT 3 -3 , BLOCK Od c SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: l REAR: SIDE: -5' SIDE: If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback e a ' n me surement 1 ations are idon the attached exhibit. Lo Signed O Print E''rv/V/� �� 2� • IC7 Professional Surveyor L LPtio www.ci.wheatridge.co.us Rev 11/18 Cn N = O m L O C13V b mino�Sm a= = SA m 0 2> "- z = co g D g _ M Z -' 3 -CAR GARAGE DESIGN GABRIEL VANDERSTATEN O < ` 4100 EVERETT DR ~ WHEAT RIDGE, CO 80033 City of Wheat Ridge Residential Detached Garage PERMIT - 201708482 PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett Dr EXPIRES: 12/20/2019 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. *** CONTACTS *** OWNER (720)648-5768 GABRIEL VANDERSTRATEN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Engin. Review Fee Extend Expired Permi ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: 37,939.20 FEES 0.00 384.51 796.72 591.55 150.00 295.78 2,218.56 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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 is required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. Not approved as an independent dwelling unit. City of Wheat Ridge Residential Detached Garage PERMIT - 201708482 PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett Dr EXPIRES: 12/20/2019 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. I, by my signature, do hereby attest that the work to be 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 the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that a1ll work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature_of<,O T� ER -or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or gra t'ng of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any i ble code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. t Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat 1R,.qge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: ItIlliq Add to Permit Building Permit Revision/Amendment Application I Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. * Property Address: e_//oo✓����� 7�. ✓�- Property Owner (please print): 4,1 l/� � r� Phone: �Zo _ �y� _ Sa6 Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Comnanys D --1.t a J Contact Person: geld_ Phone: 7 Z o - - 5-? lo,5 Contractor: 54 -.- Contractors City License #: Phone: Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: O / Sq. Ft./LF Amps Btu's Squares - ZC)/54ez Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 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. CIRCLEONE: CWNE (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NANIE:�l/1 ^a'�1�"A ^ SIGNATURE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewe PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: / ♦ / OCCUPANCY CLASSIFICATION: Building Division Valuation: 4100 Everett Drive Midwest Manufacturing Truss: C11026 Address 1 JobNatne: REssrocg Address z Date: 02/27/17 09:26:02 Wheatridge CO $0033 Ci State Z► P Page: I of] SPAN PrFCH QTY OHL OHR CANTL CANTR FLYS SPACING WGT/PLY 26-0-0 4/12 1 2-0-0 2-0-0 0-0-0 0-0-0 1 24 in 77 lbs 30-0-0 2-0-0 7-7-4 5.4-12 5-4-12 7-7-4 2-0-0 7-7-4 13-0-0 18-4-12 26-0-0 51- TT 1.5�C41 1.5t ! 4� 704 �r:ua O 3x10 - 3x10 - 1T 1 5 9 ,0 4x4 - 3x4 - 4x4 - 0-0-0 0-0-0 9-4-4 7-3-L9-4-4 9-4-4 16-7-12 26-0-0 ALL plates shown to be Eagle 20 unless otherwise noted. Loading (psi) General CSI Summary Deflection I/ (10c) Allowed TCLL: 42 BldgCc&: IRC2015/ TC: 0.95(1-2) Vat Ti. 0.56n L/547 (5-6) L/180 Snow(Ps(Pg):42160 TPI1-2007 BC: 0.86(5-6) Vert I.L. 03n L/999 (5-6) L/240 TCDL: 10 Rep MbrIouease:Yes %b: 0.72(348) Horz TL- 0.12n 5 BCLL: 0 LmnberD.OL: 115% BCDL: 30 Reaction Summary JT BrgCombo BrgVJdth RcdBrgVidth Max Read Max GravUplift MaxMWFRSTIplff't M.C&CUplift MaxUpffft MaxHoriz 1 1 3.5n 285 in 1,820lbs -2911bs -291,N -lbs 5 1 3.5 in 285 in 1,8M N -291 lbs -297 lbs Material Summary Bracing Summary TC SPF 165011.5 2x 4 TC Brac v Shsatlnd BC SPF 1650t,32x4 BCBraeiu& SheabbdorPmgwatl0-M,Pnrlindesgbyodhrs Webs SPF Stud 2x 3 Loads Summary 1) Ttds tnsshas been desg ed for the effects of balanced and unbalanced snow loads for b*egablesn accordance w1hASCF7 -10 with the followinguser defined input 60 psf gouod mow load, Terrain CategoryB, Expostae Categ ryFully Exposed (Ce = 09), Risk CategoryII (I= 1-00),Tbarmal Cation Cold verdated (Ct= 1.1), DOL=1.15. Unvamleted If the roof configuaation dd'fersfromhip'gabk,Bui1ding Desiger shal verify slim loads. 2) This truss has been designed to account for the effects of ice damsfomrvg at the ewes 3) This Wm has been designed for theeffeds of wind loadsin accordance wi hASCF7 -10 wvth the folowinguser defined ioplt 115 mph (Fadaed), Eeposure B, Fncl(md, Gablefgg, Risk Category 11, Overall Bldg Dims 25 ft x60 ft, h=15 ft, End Z®eTruss, Bothend webs considered. DOL=1.60 4) Minimum storage attic bad'mghasbeen applied in accordance with IRC 301.5 Member Forces Summary TaH—hcd *: M—b. ID, max CSJ max axial fuck 6nmr —X. fxceddMareat ban max asim fix.) Qdy6rau gram. thin 30016* —,h— in ttti* table 'LC 1-1 0.946 -3,74616* 34 0.743-3,3031ba 2-3 0.743 -330316* 46 0.946 -374616* BC 5-6 0.860 3,456 ib, -288 lbs 6$ 0.595 2,399 ib*-1401h* 8-1 0-860 3 456 ft -2881h* Web* 2.8 0.364-9031bs 138 O.nz 1,198 It, (45 W*) 3fi 0.722 1,198 @s (-651b*) 4d 0.364 9031b* JSI Summary 1=0.89,2=0.63, 3=0-72,4=0.63,5=0.89,6=0.89,7=0.99, and8=0.89 Notes 1) Uolessnoied otherwise, do not cut or aker anytruss member or plate without prior approval from a ProfessionalEugneer. 2) When tbistrvss hasbeen chosen for Wa6ty asssance iasperrmn, the D tblePolygou Method per TPI 1-2007)Chapter 3 shall be used 3) The fabrication tolerance for ibis roof tussis 0 %(Cq= 1.00)- 4) Brace bottom chord with approved sheathing or purfiro per Bracing Summary 5) Creep has been cocddsred in the analysis of this truss. 6) I9sted wind uplift reactions based on MWFRS & C&C loading. 4hp AIL PERSCNS EABRICATING, HANDUNG, ERBCTING OR INSZULING ANYTRUSS BASED UFCN TOS TRUSS DESIGN DRAWIM ARE INSTRUCTED TO REFEELTO ALL TrueBuddOSo$watev5.5.2.240 OFTHBIMTRUCTIONS,ISMiTATIONSAND QUALMCAnCNSSErFORM INTHEFAGLEMETALPRC1DUCPSDESIGNNUIFSISSUED WITH THIS DESIGN AND Eagle MetalPtoduus AVAILABLE FF, CM EAGLE UPON REQUEST DESIGN VALID ONLY WHEN EAG MMETAL CON IIJECTt;1tS ARE USED- DaBaz, Tx 75234 4/12 PITCH 1 'I L REAR ELEVATION 1/8" = 1'-0" 4 FRONT ELEVATION 1/8" = 1'-0" SPECIFICATIONS: -ASPHALT SHINGLES -11 r WALLS - 2X4 -(EIFS) STUCCO EXTERIOR 5428.50 LEFT ELEVATION 1/8" = 1'-0" .-4, City of W heat Ridge CCiMMUNI (Y DFVI LOPMEN I" APPROVED Reviewed for Code Compliance allwL t, Ic I fe, Plans am er Date tmM:'rhe,ssuonce of o permit or approrN of ptilns speafkotfonr :,zn=�tvo not be o permit/o, or on opprevd of, ^ miobon to Me Prow _the mg code or of aq City ardiewmet. Aermltang to give outhonty tenter the pravisbns of the other ordinonoe. of the City t ! t be vvJid RIGHT ELEVATION 1/8" = 1'-0" z (D w Pa Fj� o W E-- Q CC 17.50 W � .J r, RIGHT ELEVATION 1/8" = 1'-0" z (D w CYD E-+ o W E-- Q CC W � Q�w �wQ o '� o U 0 CLIENT: GABRIEL VANDERSTRATEN DATE: i 061201 7 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10612017 JOB NO. HEET F7 CROSS SECTION SCALE: 1/8" = 1' 38'-0" 2X4@ -O.W x 0. W x /0"W x '�•E- 2 x 8 HEADER (TYP) 8 H% -_.-.. 80H% CBOH/ . FRONT VIEW SCALE: 1116" = 1'-0" IF 38'-0" 2x4@160C (T1'P)� --- 2x6HEADER - BACK VIEW SCALE: 1 /16" = 1'-0" 26' 4/12 @ RESIDENTIAL COMMON TRUSS \L) WALL FRAMING SECTIONS L 12.. General framing: (Douglas Fir) 1. Minimum header sizes shall be according to the following table unless otherwise noted. Header sizes (single story construction) 2'-0" to 4'-0" Span 2-2x4's 4'+ to 6'-0" Span 2-2x6's 6'+ to 8'-0" Span 2-2x8's 8' + to 10'-0" Span 2-2x10's 10' + to 12'-0" Span 2-2x12's or as noted on plan 2. Brace all exterior walls and cross -stud partitions at each end of building and at least every 25' of length by one of the following. a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of 7/16 inch. 3. Fire stopping: a. Fireblock stud spaces over 10' in height, furred spaces, soffits, drop ceilings, cove ceilings, stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials. 4. CDX plywood is not approved where exposed to weather, i.e., roof overhangs. 5. Exterior wall framing to be 2"x4" studs at 16" o.c. Interior wall, framing at non-bearing walls to be 2"x4" studs at 24" o.c. and at bearing walls 2"x4" studs at 16" o.c. with double top plate. 6. Shear wall to be 7/16" Sheathing, see detail. 7. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place. 8. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted. 9. Nailing to be per current U.B.C. unless otherwise noted. 10. All bearing partitions shall have double top plates. 11. Structural glued laminated timbers to be stamped by an approved agency. 12. Use redwood or pressure treated sole plates at all exterior walls. Roof Framing: 1. 2. 3. 4. 5. 6. 7. 8. Fascia to be 2"x Douglas Fir For soffit size see details For spans and dimensions refer to floor plans. Trusses are to be an approved truss design from the truss manufacturer's engineer. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection. Solid blocking required between joists, rafters, and trusses over all bearing walls. Minimum header sizes shall be according to the header size table unless otherwise noted. Basis of design roof live/snow load of 40 psf, and roof dead load of 15 psf. 9. Plywood roof decking to be Min 5/8" thick, 04, CDX or 5/8 wafer. Z (D CYD CYD W U� C� �)4 O o W Q cc W ww (D Q zww W � CD O O E—, U CY) 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 10f712017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 1017/2017 JOB NO. SHEET 5 OF 7 III til NOTE: TYPICAL DETAILS FOR SINGLE POUR CONSTRUCTION TO MEET CORNER BUILDING REQUIREMENTS. INSTALLATION GARAGES TO BE BUILT AS PER LOCAL CODE REQUIREMENTS CORNER DISTANCE FROM EDGE OF STRAP SIMPSON STRONG TIE -TO CORNER HPAHD HPAHD straps for all (ABWP) Alternate Braced Wall Panels See additional detail for all (BWP) Braced Wall Panels TYPICAL ALTERNATE BRACED WALL PANEL SCALE: N.T.S. 4" CONCRETE SLAB 1/2" ANCHOR BOLT 32" O.C. 6" MIN. GRADE 4° VAPOR BARRIER .k Z 4" GRAVEL BASE - 4 - #4 REBAR 12" X 24" DEEP CONT. 3"� CONCRETE THICKENED EDGE SLAB MONOLITHIC SLAB FOUNDATION OPTION SCALE: N.T.S. CDX PLYWOOD SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERTICAL JOINTS PANEL SHEATHING USED AS CORNER BRACING W/ LONG DIMENSION PARALLEL TO STUDS SIDING MATERIAL STRUCTURAL PANEL CAN ACT AS SIDING IF OF EXTERIOR GRADE LEAVE 1/4" GAP @ EDGES & 1/8" GAP @ ENDS UNLESS OTHERWISE REC- OMMENDED BY MANUFACTURER WALL FRAMING 10d NAILS @ 6" O.C. AT EDGES & SEAMS AND 10d NAILS @ 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE TYPICAL BRACED WALL PANEL (BWP) 5/8" SHEATHING 12 ASPHALT SHINGLE 4 OVER 30# FELT SIMPSON H1 26'4/12 TRUSS CLIP RESIDENTIAL TRUSS 40# I 2 x 4 STUD @ 16" O.C. 0 7/16" MIN STRUCTURAL SHEATHING 2 x MUDSILL 1/2"0 x 10" ANCHOR BOLT EMBEDDED 7 INTO CONC. 4" CONC. SLAB OVER 4" GRAVEL SLOPE TO OUTSIDE SIMPSON H1 TRUSS CLIP CGARAGE TYPICAL SECTION _) SCALE: 1/4" = 1'-0" 1X12F, z V) W E- O W � Q cc � O Wcq W E- W Q www � Q W o d� U 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 1 onrzoi 7 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 1 onnoi 7 JOB NO. SHEET 6 OF 7 e A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3��'�G. Job Address: �A � C) ` Uty'or Permit Number: r— (D A L4 r ❑ No one available for inspection: Time I !r1 v AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: _� 0 . N Al-, Inspector: DO NOT REMOVE THIS NOTICE * �I City Of Wheat jdg� COMMUNITY DEVELOPMENT FOR OFFICE USE ONLY Approved by: Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29`' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: /Z6 y. Z� Z- a i f PERMIT# ADDRESS: L e"6Lli ( 7 LOT 3 - , BLOCK &i�-F o Pt SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: l REAR SIDE: SIDE: /. If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): X Top of proposed foundation prior to placement of concrete The setback Signed Print Top of foundation subsequent to placement of concrete www.ci.wheatridge.co.us the attached exhibit. /0^z�-'/'f� Rev 11/18 • z z oc o T a m 0 yinma T) C) y -iz cnv O ,'0 y Xom-mM;o0m<� o0° o z WHEAT RIDGE, CO 80033 z� --i c M Wi m m=ZWr,mmm .. ow vv W C) t0 W N NO0 p o m O brnov 26'-0" m " w `- 0. " o w my a4�s, m m b 42'-10" rOD -u oA o a XcnX z 8420 n m D 0 > n m a i m C) 00 z 'n v'n a=o � o m 1 O z N Cn `' gD>=�� gDm� 3-CAR GARAGE DESIGN O o --im m a s-i mm z GABRIEL VANDERSTATEN � m m " m z = -' m Z ; � m � 4100 EVERETT DR � —i p ' � lz WHEAT RIDGE, CO 80033 CITY OF WHEAT RIDGE ® - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: V L'o� t �.yn U C.. , c, .. ? b ;C Job Address: U O 2y L, --c- V V Permit Number: r? C) n U dui -a, t -- ❑ No one available for inspection: Time `', i E AM/PM Re -Inspection required: ` e$ No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge, co. uslinspection Date: ' 0 Inspector: DO NOT REMOVE THIS NOTICE City of `�� W haat �id le -4 COMMUNIIY DEVILo>I'ntt.NI APPROVED Reviewed for Code Compliance Specify size, material, inv. els. Note: maintained by homeowner. �te Plan Examiner IMIdIN of me-mb ?be issuoracY of a P~ or opwal 01 PAOU wwftaftopm and computations shoe not be o permitfb % or an approvd of, any voolotaon to aay of the provisions of Me &gWM9 code or of alW Cky oro ataares. O� prejumV to gree mdhortty to vlotott a cartel the prnvisim of NW I ' ' c s or other adn wom of theGry shalt no be we" Observation letter from Engineer required to be provided to Wheat Ridge Building Inspector at Final Inspection. 5415 ETE BLOCK WALL 4100 EVERETT DR WHEAT RIDGE, CO 80033 PIN/SCHEDULE: 300026583 AIN/PARCEL ID: 39-224-09-001, LOT: 033 SECTION: 22 TOWNSHIP: 3 RANGE: 69 ALLEN BLOCK WALL '5419.28 5410.77 k. �h -------------------- A h------------------A l l CAI QI ni-V IAtA I I 4'-7" I -�- f CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: RI DRAINAGE ❑ SIDEWALK ❑ CURB & GUTTER ❑ STREET XMISCELLANEOUS O PLAT COMMENT Re: red -lined Site Plan APPROVED with Comments I 8/2712019 CIVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS N4' 03' 31.00"W 71.550'7. M-,ixlmwn landscaped slope, are 4: 1, OLD PROPERTY LINE APPROXIMATELY SHOWN Z (D C() W O („1J E -I q 00 0 co O W w F4 azW W 1-4 0 1.4 0 Q4 a' O � U � � M 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 04/12/2019 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY. P.E. DATE: 10/7/2017 JOB NO. SHEET 2 OF 7 r BEST PRACTICES NOTES: 2 1 ALLOWABLE SOIL TO BE USED BELOW THE WALL STRUCTURE (CHAPTER 22) 2-2 WALL ROCK, STRUCTURAL FILL IS BEST INFILL SOIL (CHAPTER 2.3) 2 3 MINIMUM OF 12 in (30 cm) WALL ROCK PLACED BEHIND BLOCK (CHAPTER 2.4) 2 4 MINIMUM EMBEDMENT DEPTH DETERMINED BY ENGINEER OF G RECORD (CHAPTER 2.6) 2 5 TYPICAL MINIMUM BASE SIZE OF 6 in (15 cm) DEEP BY 24 in (60 cm) 0 WIDE (CHAPTER 2.7 & 2.8) 2-6 WALL UNIT SHOULD BE CENTERED ON THE BASE AND HAVE AN AVERAGE, FRONT TO BACK, DEPTH OF AT LEAST 10 in (25 cm) CHAPTER 2.8 & 2.12) 2-7 GEOGRID LENGTH VARIES ON DESIGN WITH MINIMUM LENGTHS EQUAL TO 60% OF TOTAL WALL HEIGHT. GRID LENGTH MEASURED FROM WALL FACING (CHAPTER 2.9) 2-8 FIRST LAYER OF GRID SHOULD BE PLACED ON TOP OF THE BOTTOM BLOCK (CHAPTER 2.10) 2-9 16 in (40 cm) MAXIMUM SUGGESTED GRID SPACING (CHAPTER 2.11) 2-10 CAPPING SYSTEM SHOULD BE SECURED IN PLACE USING A HIGH QUALITY EXTERIOR GRADE MASONRY SEALANT (CHAPTER 2.13) 2-11 USE FILTER FABRIC ABOVE WALL ROCK COLUMN TO GUARD AGAINST LOW PERMEABLE SOILS INFILTRATING WALL ROCK (CHAPTER 2.4) c � E u a C W0 6 W N .0 v 0 .0 ani o a U fz co d u CONCRETE BLOCK RETAINING WALL (SEE DETAIL A) 2-11 FILTER FABRIC TO BE PLACED BETWEEN TOPSOIL AND WALL ROCK 2-10 OPTIONAL ALLAN BLOCK CAPSTONE LOW PERMEABILITY FILL TO MINIMUM THICKNESS OF 8 in TO 12 in (20 cm - 30 cm) EXPOSED 2-6 WALL HEIGHT 4'-0"± ALLAN BLOCK UNIT FINISHED GRADE %\ 6" MIN 6"MIN // /// 3/4" CRUSHED SCREEN ROCK ��\// 0v0OF2%v Iimp, mill • �i SOIL V-011 DMENT DEPTH,' LD 12 In. (30 cm) MIN 16 in MAX \\\\\\\ W E- WELL GRADED GRANULAR WALL ROCK 0.25 in TO 1.5 _ in (0.6 cm TO 3.8 cm) LESS THAN 10% FINES) Q 4 4 r \\ 6" PERFORATED PIPE _ TO DAYLIGHT W E- CD Q V EXPOSED Q WALL HEIGHT /� 5'-6" J f r / t f Cy) f4 4 4 0 e GABRIEL VANDERSTRATEN 4 / 5 4 07/30/2019 / c e e ' , JUSTIN GUTIERREZ J 4 J a GRAHAM 7777-77777/7 i, i, i, 6" EMBEDMENT DEPTH �/ DATE: 7/31/2019 %\ 6" MIN 6"MIN // /// 3/4" CRUSHED SCREEN ROCK ��\// 0v0OF2%v Iimp, mill • GEOGRID "TYPE" 2-3 12 in. (30 cm) MIN WELL GRADED GRANULAR WALL ROCK 0.25 in TO 1.5 in (0.6 cm TO 3.8 cm) LESS THAN 10% FINES) 6" PERFORATED PIPE TO DAYLIGHT GEOGRID REINFORCEMENT "TYPE" TO BE 2'-5" IN LENGTH FINISHED GRADE INFILL �i SOIL V-011 DMENT DEPTH,' LD 12 In. (30 cm) MIN 16 in MAX W E- WELL GRADED GRANULAR WALL ROCK 0.25 in TO 1.5 _ in (0.6 cm TO 3.8 cm) LESS THAN 10% FINES) Q — — — —1 0 6" PERFORATED PIPE GEOGRID "TYPE" 2-3 12 in. (30 cm) MIN WELL GRADED GRANULAR WALL ROCK 0.25 in TO 1.5 in (0.6 cm TO 3.8 cm) LESS THAN 10% FINES) 6" PERFORATED PIPE TO DAYLIGHT GEOGRID REINFORCEMENT "TYPE" TO BE 2'-5" IN LENGTH FINISHED GRADE INFILL �i SOIL LD 12 In. (30 cm) MIN 16 in MAX W E- WELL GRADED GRANULAR WALL ROCK 0.25 in TO 1.5 _ in (0.6 cm TO 3.8 cm) LESS THAN 10% FINES) Q — — — —1 0 6" PERFORATED PIPE _ TO DAYLIGHT W RETAINED 1 SOIL �pDO UC� 4a01f' ;0 1oy� 52455 y 7/31/2019 DETAIL A `X R C I HEREBY CERTIFY THAT THESE CONSTRUCTION DOCUMENTS WERE PREPARED UNDER MY SUPERVISION, AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO. Per. �---- RETAINING WALL DETAIL SCALE: 1/2" = V-0" Z LD CYD W E- O Ill ��, Q 01) 0 cf) 0 W E- CD Q W Q O CD Cy) 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 07/30/2019 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 7/31/2019 JOB NO. nn 4 City of Wheat Ridge Residential Retaining Wall PERMIT - 201901585 PERMIT NO: 201901585 ISSUED; 08/30/2019 JOB ADDRESS: 4100 Everett Dr EXPIRES: 08/29/2020 JOB DESCRIPTION: Installation of retaining wall at back of garage. Sq. ft.: 103 *** CONTACTS *** OWNER (720)648-5768 VANDERSTRATEN GABRIEL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,800.00 FEES Total Valuation 0.00 Plan Review Fee 91.59 Use Tax 121.80 Permit Fee 140.90 Engin. Review Fee 150.00 ** TOTAL ** 504.29 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 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 herattest that the work to be 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 the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatur OWNEd,-,o _aCONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, poricies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original �ppennitfee. 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 sh I not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or an finance or regf ilption 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. City of' Wheat dgc commuNrry DrvrrOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: KIn/t/l�� Plan/Permit %# Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4//ov r<v,, ,I 0,,,,e wGl���� ,./.e efo er—'7.? Property Owner (please print): �/ya, ,4"' Phone: 92, Property Owner Email: _14_W413 a ti„ „„ A «4-4 Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch i �.,4 Architect/Engineer E-mail: Phone: Contractor Name: ��,�� ,4' City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: CONTACT NAME (please print): 4_4 il,—", s -/, —7 –Phone:--?-;.,- Ei'/y - s� crs CONTACT EMAIL(p/ease print): Vqabe Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL [RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. S�5 �^//-/'on 'X,/?-./-:wir rpt/--// 6i-/ 6--111L o� /'�►��� Sq. Ft.l /O 3 BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE (OWNER) CONTRACTOR) Signature (first and last name): Printed Name: (�a, ZONING COMMMENTS: (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) DEPARTMENT USE ONLY Reviewer: BUILDING DEPA NT CO MENT . Reviewer: Z�l DATE: S �i OCCUPANCY CLASSIFICATION: U CONSTRUCTION TYPE: PUBLIC WORKS COMMENTS: F_e i &0AJAF-/�/T� r�(�/v1��D t ��D 'L//�l l� in -re pt N4 , O Reviewer: '1/ V M, q2-7(11 Ap(2 '—r,-) Building Division Valuation: city of SINGLE FAMILYIDUPLEX R S �=ge BUILDING PERMIT P v s r l c WOK gs APPLICATI©AiREVIEW Date: _27 .&1 k.-:,, 2x/67 Location: t4 / rzzf__0a ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a_.,jV_t2j ��� located at the above referenced address. Please note the comments checked below. 1. -vl Drainage: a. Drainage Letter & Plan required: b. Site drainage/grading plan have been reviewed and are 2. Public Improvements required & to be completed with project: a. street paving/patching: Yes b. curb & gutter: Yes c. sidewalk: Yes d. Other (specify): Yes Yes __jZ No :�76KNOT ; refer to stipulations. i No No No No For items not constructed, the amount of funds taken in lieu of construction: $ 3. _t/ Does all existing roadway/alley R.O.W. meet the standards of the City: --V Yes Ifnot, what is required., If R.O.W. is required, has the Completed Completed Completed Completed No uccn receivea: Yes — No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. _AL APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. �V.��d, i SignatureT�.nssmarr p h -g, Date 5. � NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature David F. Brossman, P.L.S. Date 6. Stipulations: 7. h�A A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 06/2013 _ City ®f Wh6atR1qgc City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 2-7 ,f LIE' 2c>/9 Location of Construction: 410 y a E J= 121 Purpose of Construction: NEW P -ET WALL �� Single Family _P Commercial Multi -Family Development Review Processing Fee :................................................ $100.00 $_�D OD (Required of all projects for document processing) Single Family Residence/Dumlex Review Fee: ..................................... $50.00 Commercial/Multi-Family Review Fees: ® Review of existing or minimal technical documents: ....... ................ $200.00 $ a Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2nd submittals): .......................... $600.00 $ r, Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2nd submittals): .......................... $500.00 $ ® Trip Generation Study Review Fee: .................................................. $200.00 $ e O & M Manual Review & SMA Recording Fee ................................ $100.00 $ 1 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal (%2 initial review fee) :.................................................... $300.00 4`h submittal (full initial review fee) :................................................. $600.00 All subsequent submittals: ................................................................. $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $ $ PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Rev 12/12 City of PWh6atf<1L!j9e UBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RES'T'ORATION DATED: 27 AiY� 2.o/l ADDRESS: 41 UD C—�/�Zf=TI L?lz Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864 Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File �m w. c is w h ea tri dge. co. us Rev 2/08 * 2611 olq?2w RM0 DISTRICT COURT, JEFFERSON COUNTY, STATE OF COLORADO 100 Jefferson County Parkway Golden, CO 80401 Plaintiff: STELLA C. LOFLAND V. Defendants: GABRIEL VANDERSTRATEN; ALL UNKNOWN PERSONS who claim any interest in the subject matter of this action Case No.: 2018CV30138 Division: 9 STIPULATION REGARDING LEGAL DESCRIPTION Plaintiff, Stella Lofland, and Defendant, Gabriel Vanderstraten, hereby stipulate as follows: 1. On March 3, 2019, this Court entered its Findings of Fact, Conclusions of Law Regarding Trial Held November 13, 2018 ("Order"). 2. The Court Order required Plaintiff to prepare and submit a proposed order and decree with complete legal description quieting title consistent with the.opinion. 3. The parties have negotiated a boundary line that approximately follows the line described by the Court Order but that more adequately suits the parties' needs. Plaintiff and Defendant have agreed to the legal description in Exhibit A. The parties agree that Plaintiff may include the legal description in the proposed order and decree contemplated by the Court's Order. 4. There is no final order for purposes of an appeal until the Court has entered an order and decree with a complete legal description quieting title to the property. 5. This Stipulation is intended only to be an agreement as to description of property identified in the Order and the area of land encompassed thereby. Plaintiff and Defendant have agreed on the description attached hereto. If the land described herein does not comport with the Order, Defendant waives his right to appeal any such discrepancy. Defendant reserves the right to appeal the underlying adverse possession ruling and any other issuer sed in this proceeding. Murray Wilkening Attorney for Stella Lofland Date: June 24, 2019 Andrew Miller Attorney for Gabriel Vanderstraten Date: June 24, 2019 City of Wheat Ridge EXHIBIT "A" LOCATED IN THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 2 A COMMON LINE BETWEEN 8801 W. 41ST AVENUE AND 4100 EVERETT DRIVE (BASED ON USE AND OCCUPATION), LOCATED IN THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE COMMON PLATTED LINE BETWEEN LOTS 33 AND 34 OF 1ST RESUBDIVISION OF LEE DOUD'S SUBDIVISION, RECORDED IN BOOK 7, PAGE 5, RECEPTION NO. 398666 OF THE RECORDS OF THE JEFFERSON COUNTY CLERK AND RECORDER, TO BEAR N 00'24'15" W, A DISTANCE OF 232.52 FEET BETWEEN A FOUND 1" IRON PIPE AT THE NORTH END OF SAID PLATTED LINE, AND A FOUND 1-1/4" MAROON PLASTIC CAP, "PLS 34183" AT THE SOUTH END OF SAID PLATTED LINE, AS DERIVED BY GPS OBSERVATION (COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83)), WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. BEGINNING AT THE SOUTH END OF SAID PLATTED LINE (BASIS OF BEARINGS), MONUMENTED BY SAID 1-1/4" MAROON PLASTIC CAP, "PLS 34183"; THENCE N 00'10'41" W, A DISTANCE OF 46.63 FEET TO A POINT MONUMENTED BY AN 18" #5 REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "FLATIRONS SURV 19588"; THENCE N 02'42'18" E, A DISTANCE OF 49.99 FEET TO A POINT MONUMENTED BY AN 18" #5 REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "FLATIRONS SURV 19588"; THENCE N 08'37'05" W, A DISTANCE OF 62.89 FEET TO A POINT MONUMENTED BY AN 18" #5 REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "FLATIRONS SURV 19588"; THENCE N 04'03'31" W, A DISTANCE OF 71.55 FEET TO THE POINT OF TERMINUS, BEING A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF EVERETT DRIVE, AND BEING MONUMENTED BY AN 18" #5 REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "FLATIRONS SURV 19588", FROM WHICH POINT THE 1" IRON PIPE AT THE NORTH END OF THE PLATTED COMMON LINE BEARS N 77'18'27" E, A DISTANCE OF 10.90 FEET. I, EDGAR T. BRISTOW, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, DO HEREBY STATE FOR AND ON BEHALF OF FLATIRONS, INC., THAT THIS LINE DESCRIPTION AND ATTACHED EXHIBIT, BEING MADE A PART THEREOF, WERE PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE PURSUANT TO THE JEFFERSON COUNTY DISTRICT COURT DECISION IN LOFLAND V. VANDERSTRATEN, CASE NO. 2018CV30138, AS AGREED TO BY THE LANDOWNER PARTIES, IS ACCURATE TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, PREPARED IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE, AND EXCEPT AS STATED HEREIN, IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. e<"p,9****-FFSI /. •B9.Sys g019:EDGAR T. BRISTOW,;COLORADO P.L.S. #19.••'S�Q, FSI JOB NO. 19-70,731 PRESIDENT, FLATIRONko Flatirons, Inc. Surveying, Engineering & Geomatics (OFA 825 IRIS AVE, STE 395 JOB NUMBER: 19-70,731 BOULDER, CO 80301 DRAWN BY: S. SILVA/E. BRISTOW PH: (303) 443-7001 DATE: JUNE 5, 2019 / JUNE 13, 2019 X: (303) 443-9830 u4M. h7otirwulnc. com EXHIBIT "A" LOCATED IN THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 2 0 POINT 96 TERMINUS ✓/,yam 1 '9ry 4100 SPRIN 0.4' WEST 4100 SPRI / 41WEST N04'03'31 "W 71.55' 4100 SPRI 2.2' WEST 4100 SPRINKLER, 3.8' WEST -'13.4' N08'37'(f5""W� 62.89' ,. SPRINKLER�� 4100 4.2' 1" IRON PIPE SPRINKLER EAST BASIS OF BEARINGS N00'24'15"W 232.52' 8807 SPRINKLER 0.9' EAST =8807 SPRINKLER 8807 SPRINKLER —8807 SPRINKLER 8807 SPRINKLER 8807 SPRINKLER `4100 SPRINKLER ®\ 1.6' WEST `8807 SPRINKLER 4.2' WEST N00'10'41 "W ¢6.63' ,N7 SPRINKLER 1.1 WEST 1 1 POINT OF BEGINNING 1' SPRINKLER 1EAST WEST 41ST AVENUE FOUND #4 REBAR T� ,POO• L 1. :w 19588' .;6V05120>9;' L""L 00 SJQ, Flatirons, Inc. Surveying, Engineering & Geomatics W825 IRIS AVE, STE 395 BOULDER, CO 80301 PH:(303) 443-7001 AX: (303) 443-9830 City of Wheat R6t<;�= .Ruildina Diusso,. 'y Legend • FOUND MONUMENT AS DESCRIBED 1 FOUND 1-1/4" MAROON PLASTIC 0 CAP "PLS 34183" SET 18" #5 REBAR WITH 1-1/2" OO ALUMINUM CAP "FLATIRONS SURV 19588" SPRINKLER HEAD (ADDRESS IN ® LABEL) 0 20 40 — FENCE 1 Inch - 40 ft JOB NUMBER: 19-70,731 DRAWN BY: S. SILVA/E. BRISTOW DATE: JUNE 5, 2019 FOUND #4 REBAR T� ,POO• L 1. :w 19588' .;6V05120>9;' L""L 00 SJQ, Flatirons, Inc. Surveying, Engineering & Geomatics W825 IRIS AVE, STE 395 BOULDER, CO 80301 PH:(303) 443-7001 AX: (303) 443-9830 City of Wheat R6t<;�= .Ruildina Diusso,. 'y 4 ri PROPOSED 50'18" CMP 15' CONSTRUCTION OFFSET PROPOSED ASPHALT DRIVEWAY �,�_ , o� CV I 38'-0" L — — — j 15'-0" 42'-0" 4100 EVERETT DR WHEAT RIDGE, CO 80033 PIN/SCHEDULE : 300026583 AIN/PARCEL ID: 39-224-09-001 LOT: 033 SECTION: 22 TOWNSHIP: 3 RANGE: 69 R- PROPOSED 26'W X 38'H 3 -CAR GARAGE 15' CONSTRUCTIONt OFFSET SITE PLAN SCALE: 1" = 40'-0" .,r City of Wheat Ridge Planning Division � r APPROVED � 8Y: _ R DATE-: �� LZ/ C� tO1R�d�ENTS: _iZA., k \WVS aQQra ► \�Ov' �t 6 �• City of W heat P COMMUNITY l)tVE1t�PMLNi APPROVED I any o1 me prowslom of me rwarng cone or of any cffY aralmnixt vermes pnswrwig to give outhorlty to violate or tomcat the prowsbm of the Mitt coda or other ofmamts of the city shop aot be eo" Z W O U) E- C) w �qcc) W U Q�w L.I.> > w rn O NQ W V t � M 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 04/12/2019 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/7/2017 JOB NO. SHEET 2 OF 7 City of Wheat Ridge .A Residential Detached Garage PERMIT - 201708482 r PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett Dr EXPIRES: 12/20/2019 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. *** CONTACTS *** OWNER (720)648-5768 GABRIEL VANDERSTRATEN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 37,939.20 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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 is required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. Not approved as an independent dwelling unit. FEES Total Valuation 0.00 Plan Review Fee 384.51 Use Tax 796.72 Permit Fee 591.55 Engin. Review Fee 150.00 Extend Expired Permi 295.78 ** TOTAL ** 2,218.56 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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 is required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. Not approved as an independent dwelling unit. City of Wheat Ridge Residential Detached Garage PERMIT - 201708482 PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett Dr EXPIRES: 12/20/2019 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. 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 al'aP,icabe municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permrt. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be Verformed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of,�--'O WNER r NTRACTOR (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 shallexpire 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of aIl required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. T uance or gr ing of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any abl code o y ordinance or regulation of this jurisdiction. Approval of work is subject to geld inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I Litt Ol 4 W heat �dgc COMMUNIRY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits aci.wheatrid e.co.us or fax to 303-237-8929. Party requesting permit extension: 4?&X_ /I/,,Y��"�10, Permit # Zo/:7Oc95`8Z Property Address: �i ter Phone # 6izd) G ,yr- Email Address: V 9-71(3 -6 ti v4 -,,,q o • ( L o Reason for extension request: Q,,p,-,ay I;nQ k„s yt. d4 ba _-, e }�6/ ��.( iy�_ �l:Q. {"r-C�sU✓1 C � �-�-� G Oci �,S. .fX�n S� �N �G'1!I-C S�` t� �af�K 6�q v Number of days requested: /''o r Printed Name: Signature: --Date: ,-Z20Z1 For office use only This request has beery )& pr yd ❑ Denied Extended until:_147,10la% Approved by: www.ei.wheatridge.coms Date: City of �Wheat ,dge MUNiTY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`b Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permitskci.wheatrid eg co.us or fax to 303-237-8929. Party requesting permit extension ,� "e- / �r�� -¢,-G -1'/-- 0-7 61/92 Permit # Property Address: 411av moi` �'' ✓ -Z o Co baa Phone # Email Address: t/,/3 Reason for extension request: r✓/u1 do � ,�� ✓..� / � � c � ��i' d _ Number of days requested: /$® Printed Name:Date: I // Signature: oC �1 For office use only V This request has been: Approve Denied Extended until: 121 1 �� Approved by: �? Date:JL z�21 t www.chwheatridge.co.us City of Wheat Ridge Residential Detached Garage PERMIT - 201708482 PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett Dr EXPIRES: 06/21/2019 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. *** CONTACTS *** OWNER (720)648-5768 GABRIEL VANDERSTRATEN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 37,939.20 FEES Total Valuation 0.00 Plan Review Fee 384.51 Use Tax 796.72 Permit Fee 591.55 Engin. Review Fee 150.00 Extend Expired Permi 295.78 ** TOTAL ** 2,218.56 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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 is required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. Not approved as an independent dwelling unit. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Detached Garage PERMIT - 201708482 201708482 ISSUED: 12/27/2017 4100 Everett Dr EXPIRES: 06/21/2019 Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. I, rsignature, do hereby attest that the work to be performed shall comply with al] 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 ermit and perform the work described and approved in conjunction with this ermrt. I further attest that I am le ally authorized to include al�entities named within this document as partes to the work to be performed and that all work�o be formed is disclosed in this document and/or its' accompanying approved plans and specifications. 0///.* Signature of, -OWNER or �6NTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3, If th%s 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 perfonned 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. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOT CE Inspection Type: - 0-D r y� s Job Address: L// Permit Number:/70%p � (, 5w ❑ No one available for inspection: Time//39 AM/PM Re -Inspection required: Yes ��` When corrections have been made, call for re -inspection at 303-234-5933 Date: / (�? Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office 0 (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '-rO3 !'E.'u07FPAP t „,Xr,,V,:.. s,1,=��,h Job Address: y100,ie�)Y,, f/ al Permit Number:Yf/ V3 F -nal L7!� 64 lyaL z i _ a �I"" rI��; ,k� ; �"L-�vy. WcP�J< fa P; �P t�1 � ��'�C1�nlr� �. SiI1oP GO %1PTl � •fit' q! "arc y%') Wild,171,VAn/' f--170/ ❑ No one available for inspection: Time i AM/PM Re -Inspection required: YeNo When corrections have been made, call for re -inspection at 303-234-5933 Date: /// Inspector: DO NOT REMOVE THIS NOTICE I -,+-("q h e 7 a0-gy-g6b i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTI//C E /E G Inspection Type: 3 _ ( 7� fr'lU'Volt� Job Address: Val re J 1 Permit Number: 7a / G8y 6-0 ❑ No one available for inspection: Time AM/PM �,D Re -Inspection required: Yes No, When corre tions h vve been made, call for re -inspection at 303-234-5933 Date: �(/ Inspector: MTH DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 506 yh P Job Address: woo EUel-C Permit Number: 2Ol % 09 6-0 ❑ No one available for inspection: ime / AM/PM Re -Inspection required: Yes No When correc "ons have been made, ca or re-inssp`ection at 303-234-5933 Date: l 5 Inspector: In / l DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE-?( _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:.306/.Zw- _.5 C /• ._-�0Y A64k s Job Address: Permit Number: -2ol %O( -,?6 o ❑ No one available for inspection: Time Re -Inspection required: Yes /Ng When corrections have been made, call for re -inspection at 303-234-5933 Date: '2/' 3' IX Inspector: ,A1 U/ 1 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:, Job Address:�'� Permit Number: C?-o/70FIOJ� ❑ No one available for inspection: Time L M/PM Re -Inspection required: Yes( No When corrections have been made, call for re -inspection at 303-234-5933 Date:3 -61- i0 Inspector:_ 3 C"d,� DO NOT REMOVE THIS NOTICE i 1 1 i A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3O f��rsl ,cd iCm 4-3 % "`��✓J Job Address: Permit Number: %ZDF6 0 c ❑ No one available for inspection :_Time1(91 AI II M Re -Inspection required: Yes When corrections have been made, call for re -inspection, jat 303-234-5933 Date: jM/ c;) ' � 3 "IT Inspector: ri )b.� j-- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: tj 100 C vert 64 Permit Number: Zal Zd �() ❑ No one available for inspection: Time = C-7 AM/PM,1 Re -Inspection required: Yes ( N When corrections have been made, call for re -inspection at 303-234-5933 Date:�� f t� Inspector: 1, j.. DO NOT REMOVE THIS NOTICE City of Wheat Ridge HO Interior Remodel PERMIT - 201708650 PERMIT NO: 201708650 ISSUED: 01/22/2018 JOB ADDRESS: 4100 Everett DR EXPIRES: 01/22/2019 JOB DESCRIPTION: Permit for remodel including: Convert garage into livable space (aprox 500SF) kitchen remodel, removal of non load bearing walls and fireplace in kitchen/nook area, addition of bathroom/walk in closet (under existing footprint) at Bedroom 44. This is a full house remodel, updating MEPS w/radient heated floors and boiler system. (Demo permit 201708651) *** CONTACTS *** OWNER (720)648-5768 GABRIEL VANDERSTRATEN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 113,268.47 FEES Total Valuation 0.00 Plan Review Fee 794.53 Use Tax 21378.64 Permit Fee 1,222.35 Investigative Fees 1,222.35 ** TOTAL ** 5,617.87 *** COMMENTS *** *** CONDITIONS *** **PERMIT FEES 2x for SWO** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. All roughs to be done at Framing Inspection.. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge HO Interior Remodel PERMIT - 201708650 PERMIT NO: 201708650 ISSUED: 01/22/2018 JOB ADDRESS: 4100 Everett DR EXPIRES: 01/22/2019 JOB DESCRIPTION: Permit for remodel including: Convert garage into livable space (aprox 500SF) kitchen remodel, removal of non load bearing walls and fireplace in kitchen/nook area, addition of bathroom/walk in closet (under existing footprint) at Bedroom #4. This is a full house remodel, updating MEPS w/radient heated floors and boiler system. (Demo permit 201708651) I, by m�si gnature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicae building codes,and all applicablemunicipal codespolicsand proceduresand that I am the legalowner or have been authorized bythe lal owner of the propertand am authorzed toobtainthsermand perform the work described and approved in conjunction with this�pert. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all wo be performed is disclosed in this document and/or its' accompanying approved plans and specifications. -y2 natur . Rior CONTRACTOR (Circle one) Date This per ' s issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 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 originalppermit fee. If this permit expires, a new permit may be required to be obtained. Lssuance 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. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 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. The issuance or granting of a`' ermit shall not be construed to be a permit for or an approval of, an violation of any provision of any applicable coda, or any Ord ina ce or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. --> City of 6a , c r ur"'r " LO pmrt Building a laspecdon Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspecti®n Line: 303-234-5933 Erroail' >=rmitsfi-V)ci Naiheatrid FOI (OD IFF FICIE US1 ON L'Y I i lo1Z1 I )� piewp.Mit # �J g� C) °Build -' /4] LO € O wmp Ali hIghQW �d > an i 00d=, - cf Mb . lamwnpo uppl1 niiy not lbs pnoceseW. C'�PC�G'� �iNv>.Jz'+7a ��oo �✓L'%�'}"f ,v/.' 1�/�ao�Qofg G'o ��C� ,3 Pimpoe DV Grine (please print): U i:tgf6ng dmo (if different than property address) 'ity, State, Zip: o ww': r7i es @MM@egF E-MG00 Adds@aa $31%41& (F 4 �iW 'ctrical: R. City License # ler City Licensed Sub: y License # Plumbing: W.R. City License # Ph®nma Other City Licensed Sub: City License # Mechanical: W -R. City License # Complete nil Wf®rmati®mm on BOTH sides of this for -M i ID ❑ COMMERCIAL � RESIDENTIAL of rsoem (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION ® RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, stied, 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) Ae'"oJ.-I Fx,cw;e�, (For ALL projects, please provide a dA W6e� description of Worh 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.) / iGkito.itl l'eXrSf f iN `/ -i _7, a�v... &/// T� l !/v...,/l..-/-s �+ N�G (G...r,•�,.+ �-�,.do•--�6/ �`P et _.fc s k� �L �O a.,.� ..N..ad_,sl Sq. Ft./LF of 4� ) 5,� 4 VMS; O/M Aunpzi 7 0o AnnflS Btu's 149 K- laru,5 Gallons Squares 3D Other Project !gid ue: (Contract value or the cost of all materials and labor included in the entire project) $yt ovv 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. C9&d LE ®hllE (®66'NE -'(CONTRACTOR) or (A81TH®RffZEl) i1P1RESENTA7rV E) ®f (OWNER) (CONTRACTOR) Ellegte®utIC 5NLWtats (first seed last name): DATE: /C/12 fo � DEP,6G RTMEMT USE ONLY ZONING COMMA, NTS 0CGLJPA0rcr �.� CLASStFICATM1 Reviewer BUR -DING DEPARTMENTcQtEflMEtfJS:� �73? ✓' 3V,'3, Rmiriao�r d �� Building Division !Valuation: $� �/`J P6 ov �7 City of wOpl Wheat idj e COMMUNITY DEVELOPMENT Official Certification of Property Owner for Trade Specific Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): e,---- 4-, �/ Project Property: Not,afd-ed signalare-6f Applicant State of Colorado } County of } ss Zd Wk The foregoing instrument was acknowledged by me this a% day of DJL�>L, 20_n by w d'p� of n 2l <a,r, TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MY COMMISSION EXPIRES APRIL 22, 2020 9 My Commission Expires qj,g /20ad Notary Public PLAN CHECK LOG Address: Co Nf r- P� ` Pc# do 1708,�0t0 V� Date 6 � ra a ��- M/0 Description knnvov I s -T V-svt64 D.. DEED PREPARATION AFFIDAVIT File No.: 35100-17-09596 Property Address: 4100 Everett Drive, Wheat Ridge, CO 80033 The undersigned hereby consent and instruct North American Title Company of Colorado to prepare a Special Warranty Deed, Warranty Deed or Quit Claim Deed as follows: From: the Thomas E. Lunnon Trust dated April 5, 2012 To: Gabriel Vanderstraten Nature of tenancy: Tenancy in Common: The relationship in which each tenant has an undivided interest, presumed to be equal unless otherwise stated. If one tenants dies, his/her share passes to his/her heirs held by his/her estate and not to the surviving tenant. Joint Tenancy: The relationship in which, upon death of one tenant, his/her interest passes automatically to the surviving tenant or tenants. Tenant in Severalty: Sole ownership. The undersigned acknowledge(s) that North American Title Company of Colorado suggests the party or parties involved consult an attorney as to the advisability of this transfer. North American Title Company of Colorado has not offered any legal advice and is preparing this deed as a scrivener service only. Date: October 11, 2017 -- Gael (anderstraten i Affidavit (Deed Prep) 35100-17-09596 Dan Schultz From: Danny Schultz<dannyschultz@caaprofessionals.com> Sent: Thursday, November 30, 2017 1:23 PM To: Dan Schultz Subject: Fwd: 4100 Everett Drive Plan Review Comments ---------- Forwarded message ---------- From: Ringo McCollum<ringomccollumgcaaprofessionals.com> Date: Fri, Nov 10, 2017 at 3:31 PM Subject: 4100 Everett Drive Plan Review Comments To: v ag be13(al.com Cc: Danny Schultz <dannyschultz ,caaprofessionals.com> The following list of Plan Review Comments will need to be addressed and resubmitted for review: 1. Bedroom #3 has no emergency escape/egress to the outside and no way of having one. This room shall not be used for sleeping purposes. Relabel this room as something other than a bedroom. (2012 IRC R310) 2. All bedrooms shall have at least one window that meets emergency escape/egress requirements. (2012 IRC R310) 3. Bedroom #5 shows future windows, this bedroom is required to have one emergency escape/egress window. (2012 IRC R310) 4. A smoke detector is required outside in the immediate vicinity of bedroom #4 and bedroom #5. (2012 IRC R314.3) 5. A carbon monoxide detector is required outside in the immediate vicinity of bedroom #4 and bedroom #5. (2012 IRC R315.1) 6. The existing electrical panel cannot be located in a clothes closet. (2012 IRC E3405.4) 7. A gfci receptacle is required on the kitchen island. (2012 IRC E3901.4.2) Respectfully, Ringo McCollum City of Wheat Ridge Sent from my iPad CAA -IAA- Danny Schultz <dannyschultz@caaprofessionals.com> 4100 Everett Drive Plan Review Comments 1 message Ringo McCollum<ringomccollum@caaprofessionals.com> Fri, Nov 10, 2017 at 3:31 PM To: vgabe13@hotmail.com Cc: Danny Schultz <dannyschultz@caaprofessionals. com> The following list of Plan Review Comments will need to be addressed and resubmitted for review: 1. Bedroom #3 has no emergency escape/egress to the outside and no way of having one. This room shall not be used for sleeping purposes. Relabel this room as something other than a bedroom. (2012 IRC R310) 2. All bedrooms shall have at least one window that meets emergency escape/egress requirements. (2012 IRC R310) 3. Bedroom #5 shows future windows, this bedroom is required to have one emergency escape/egress window. (2012 IRC R310) 4. A smoke detector is required outside in the immediate vicinity of bedroom #4 and bedroom #5. (2012 IRC R314.3) 5. A carbon monoxide detector is required outside in the immediate vicinity of bedroom #4 and bedroom #5. (2012 1 RC R315.1) 6. The existing electrical panel cannot be located in a clothes closet. (2012 IRC E3405.4) 7. A gfci receptacle is required on the kitchen island. (2012 IRC E3901.4.2) Respectfully, Ringo McCollum City of Wheat Ridge Sent from my iPad CA A- i A A- Danny Schultz <dannyschultz@caaprofess ionaIs. com> 4100 Everett Drive Plan Review Comments 1 message Ringo McCollum<ringomccollum@caaprofessionals.com> Fri, Nov 10, 2017 at 3:31 PM To: vgabe13@hotmail.com Cc: Danny Schultz <dannyschultz@caaprofessionals.com> The following list of Plan Review Comments will need to be addressed and resubmitted for review: 1. Bedroom #3 has no emergency escape/egress to the outside and no way of having one. This room shall not be used for sleeping purposes. Relabel this room as something other than a bedroom. (2012 IRC R310) 2. All bedrooms shall have at least one window that meets emergency escape/egress requirements. (2012 IRC R310) 3. Bedroom #5 shows future windows, this bedroom is required to have one emergency escape/egress window. (2012 IRC R310) 4. A smoke detector is required outside in the immediate vicinity of bedroom #4 and bedroom #5. (2012 IRC R314.3) 5. A carbon monoxide detector is required outside in the immediate vicinity of bedroom #4 and bedroom #5. (2012 IRC R315.1) 6. The existing electrical panel cannot be located in a clothes closet. (2012 IRC E3405.4) 7. A gfci receptacle is required on the kitchen island. (2012 IRC E3901.4.2) Respectfully, Ringo McCollum City of Wheat Ridge Sent from my iPad Brian Tardif From: Brian Tardif Sent: Monday, November 6, 2017 7:28 AM To: vgabel3@hotmail.com' Subject: Plan review Hi Gabriel, Please resubmit these plans in a legible size font type. Also please recalculate these plans using the correct year codes. The City of Wheat Ridge is under the 2012 IBC; 2012 IRC; 2012 IPC; 2012 IMC; 2014 IEC and 2012 IECC. We will continue with this plan review when a new set of plans have been received. Thank you Brian Tardif Combination Inspector/ Plan Examiner 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2850 Fax: 303-237-8929 www.ci.wheatridge.co.us City til {,/li j_I l& t l dgi:' �(."ca�mxl Ntrtr d7lvttt+r: tt t '� CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Property Information Gabe Vander 4100 Everett Dr. Wheat Ridge 80333 CO Property Type Residential PH (720)648-5768 Prepared By EnvioCore LLC Asbestos Consulting Firm No. 21660 1685 S. Colorado Blvd Denver, CO 80124 303-GoEnvio (463) 6846 www.goEnvioCore.com info@aoenviocore.com Conducted By Nick Hopkinson Asbestos Building Inspector Cert. No. 23887 Inspection Information Inspection Date 10/23/2017 Arrival Time 01:00 PM Report Date 10/24/2017 Inspection # 1017-27 Vander, Gabe Protocols Followed Asbestos AHERA Lab Information EMSL Analytical 1010 Yuma St., Denver, CO 80204 303-740-5700 Asbestos NVLAP Cert # 200828-0 Limited Residential Asbestos Inspection Report 4100 Everett Dr. en 1 , Ore ENVIRONMENTAL INSPECTIONS en ore PAGE 1 OF 17 J _ ESN V IRDy b-ILfP TI0N5 � _ {� /--l'7 �, Table of Contents Definitions Key Terms Limited Inspection Summary Genera! Asbestos Purpose and Scope of Inspection General Asbestos vackground Sampling Asbestos Results Reporting Asbestos Inspection Conclusion Closing inspection Photos Lab Results Inspection Certifications t " iCOr•e PAGE 2 OF 17 ENV'RONMENTAL� INSPECTIONS 3 3 4 4 4 4 4 4 5 5 6 6 7 8 15 16 Definitions 1. The term "Certified Inspector" shall mean individual who is identified on the first page of this Limited Inspection Report as conducting the Inspection. 2. The term "Client" shall mean the entity that has ordered the Limited Inspection on the Property on behalf of the Client. 3. The term "Limited Inspection Report" shall mean this report, which summarizes the Limited Asbestos Inspection and a Limited Lead -Based Paint Inspection, as applicable to the Property. 4. The term "Owner" shall mean the owner of the Property. 5. The term "Property" shall mean the building(s) or structures) at the address listed under Property Information on the first page of this Limited Inspection Report. 6. The terms "Work Activity" shall mean any construction, renovation, remediation, decontamination, cleanup, or other work. Asbestos 1. Asbestos is a naturally occuring mineral. Asbestiform varieties include chrysotile, amosite, crocidorite, anthophyllite, tremolite and actinolite. 2. Asbestos abatement is the wrecking or removal of builiding materails that contain friable and non -friable asbestos fibers. 3. Asbestos abatement contractor is any person hired to conduct asbestos abatement. 4. rrlable material can be crumbled, pulverized, or rendered to powder by hand pressure when dry. 5. A homogenous area is an area of surfacing material, thermal system insulation material, or miscellaneous material this is uniform in color, texture, construction, application date, and general appearance. 6. Miscellaneous material is interior building material on structural components, structural members, or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. 7. Non -friable material cannot be crumbled, pulverized, or reduced to powder by hand pressure when dry. 8. Point counting is a secondary analytical technique to verify the presences of asbestos in samples with 10% or lower asbestos. 9. Surfacing material is sprayed, troweled, or otherwise applied on surfaces, such as acoustical plaster on celilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 10. Thermal system insulation (TSI) is material tha tis applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss, heat gain, or water condesation, or for other purposes. 11. The terms "Asbestos Containing Material" or "ACM" shall mean surfacing, thermal system insulation, or miscellaneous materials that contain 11% or more of asbestos. 12. The terms "Asbestos Containing Building Material" or "ACBM" shall mean Asbestos Containnig Materials that has been used for construction or improvement of a building or other structure. envik;core PAGE 3 OF 17 ENVIRONMENTAL INSPECTIONS 13. The term "Certified Asbestos Consulting Firm" shall mean any person licensed with the State of Colorado and the EPA, hired for a fee to conduct any of the folowing activities, as required by Regulation No. 8, Part B, in the State of Colorado: asbetos builidng inspection and bulk sampling; development of asbestos management plans; air monitoring for asbestos fibers; development of asbestos project designs; and , project management, as specified in Section II.J. 14. The term "Certified Asbestos Laboratory" shall mean a laboratory with accreditation from the National Voluntary Laboratory Accreditaion Program (NVLAP) to analyze bulk samples for asbestos using polarized light microscopy (PLM). 15. The terms "Damaged ACM" and "Significantly Damaged ACM" shall mean friable or non -friable ACM that has deteriorated or delaminated to the point that it has lost its bond to the substratre or has otherwise suffered crumbling, blistering, nonadhesiveness, gouging, water staining, or marring. The term "Damaged ACM" applies when 1 /10 of the entire surface has suffer damage (1 /4 if the damage is localized). The terms "Significantly Damaged ACM" shall apply when more than 1 /10 of the surface has suffered damage. 16. The term "Limited Asbestos Inspection" shall mean an abbreviated inspection by the Inspector of the components of the Property that may be subject to Work Activity. The Inspection shall investigate the presence of ACBM and shall comply with all state and federal laws, rules, and regulations. Limited Inspection Summary Genera( The Client agrees to read the Limited Inspection Report upon receipt and promptly call the Inspector with questions or concerns. This Limited Inspection Report is not intended to be exhaustive in the manner of inspecting the Property and all of its building materials and components. The Inspector only inspected specific areas that may be subject to Work Activity and that are visually and physically accessible. The Limited Inspection was not a risk assessment or physical inspection of systems, structure, or components of the Property. The use of this Limited Report and its contents, in whole or in part by persons or entities other than the Client is not authorized without the written mutual consent of the Client and envioCore LLC. Asbestos The Limited Inspection Report documents the findings of a Limited Asbestos Inspection at the Property. The Limited Asbestos Inspection intended to locate ACBM in areas that might be the subject of Work Activity, The Certified Inspector performed the Limited Asbestos Inspection in accordance with the current state and federal laws at the time of inspection. Genera The scope of this report included a visual inspection of all affected rooms and/or areas throughout the subject property for visible suspect ACBM and/or Lead Based Paint. This does not include any materials that were covered or hidden by walls, structures, carpeting, wood flooring, multiple layers, wallpaper, texturing, etc. However, the Certified Inspector made every reasonable effort to access and identify all suspect ACM and/or Lead Based Paint. If the scope of work changes, the Client must inform the Certified Inspector to allow the Certified Inspector to supplement the Limited Inspection Report. This Limited Inspection Report is solely a record of activities, observations, analytical results, and recommendations performed to date. Asbestos Bulk asbestos samples were randomly collected from homogenous areas of suspect ACM by the Certified Inspector. If the color, texture, construction, application date, or general appearance differs between materials or if for any reason the Certified Inspector suspects that the materials might differ in any respect, the Certified Inspector will take separate samples from each homogenous area. The Certified Inspector took Core PAGE 4 OF 17 EV•/t9 NM£h`AL Nac£TIO£ representative bulk samples were similar materials, but this does not guarantee that materials OT simuar appearance are of the same composition. Even similar materials are subject to uneven mixing and distribution, and random sampling can miss ACM. EnvioCore used reasonable diligence and its professional judgment consistent with industry standards in order to identify all suspect ACBM. Bulk samples were analyzed by Certified Asbestos Laboratory. The inspector was called to the subject property by Gabe Vander, Owner. Mr. Vander was concerned about asbestos containing building materials in the affected areas of the building. Per Mr. Vander, suspect asbestos containing building materials to be disturbed in the scope of work include: The affected materials sampled: - Drywall - Insulation The affected areas include: - Dumpster The Certified Inspector and the Client understand and agree that the Limited Asbestos Inspection shall include only the above -referenced potentially affected areas. If the Work Activity later includes other areas or materials that may contain ACBM, the Client understands that the Certified Inspector will only perform a Limited Asbestos Inspection of these areas upon a subsequent engagement. 'Sampling Using methods that are generally accepted in the industry, the Certified Inspector determined that it was necessary to collect 3 bulk samples from the various homogenous areas (see the Asbestos Sampling below for exact areas). All samples were submitted to Certified Asbestos Laboratory. The laboratory results are incorporated into this report. Neither envioCore, LLC nor the Certified Inspector warrants the accuracy of any laboratory results. The Client and any other parties hereby agree that envioCore, LLC and the Certified Inspector shall not be liable in any manner for erroneous laboratory results or other errors with the laboratory testing process. See Data Table (Table 1) Below for Tabulated Results along with Attached Photos (Figure 1 etc.) et envipCope PAGE 5 OF 17 ENVIRONMENTAL !NSPECTIDNS �vz estos Results Reporting Table 1: Table of asbestos samples taken during inspection with lab results. ND = Non Detected, (*Could become Friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials WERE NOT found in the samples analyzed by the laboratory. The affected building materials DO NOT need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during any removal of sampled building materials. '%Core PAGE b OF 17 _` VIa CNMEl.'TAL NSPEC TIpNS closing EnvioCore assumes no liability for any loss, injury, claim or damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. EnvioCore makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the samples taken and locations sampled. There are no risk assessments, warranties, guarantees, or insurance available or provided by EnvioCore. Additional sampling may be needed to further identify other pollutants, or other mold/fungus affected areas inside the subject property. This report was prepared pursuant to the contract EnvioCore has with the client. That contractual relationship included an exchange of information about the subject property that was unique and between EnvioCore and its client and serves as the basis upon which this report was prepared. Because of the importance of the communication between EnvioCore and its client, reliance or any use of this report by anyone other than the client, for whom it was prepared, is prohibited and therefore not foreseeable to EnvioCore. No warranty is made. EnvioCore's liability and that of contractors and subcontractors arising from any service rendered here under shall not exceed the total fee paid by the client to EnvioCore. Thank you for the opportunity to work with you on this project. Please call at (303) GoEnvio (463) 6846 with any questions or concerns. Thank you. Sincerely, Nick Hopkinson Certified Inspector EnvioCore LLC, Environmental Consulting Asbestos Building Inspector Cert. No. 23887 i1A core PAGE 7 O 17 ENVIRONMENTAL JNSaECTIDNS Figure I - Overview of Address Figure 2- Overview of Dumpster en)�Wqp,,,r, e PAGE 8 OF 17 ENVIRONMENTAL Figure 3- Overview of Dumpster Figure 4- Overview of Dumpster envore PAGE 9 OF 17 ENVIIC•NMcN TAI iNSPEC TIONS Figure 5- Overview of Dumpster Figure 6- Overview of Dumpster envrbCone PAGE 10 OF 17 ENVIRONMENTAL Figure 7- Overview of Dumpster Figure 8- Sample location #I env,PAGE 11 OF 17 ENVIRCNMEN�qore VISSREC TICN� Figure 9 -Sample location #2 Figure 10- Sample location #3 enAwrore PAGE 12 OF 17 ENVIRE)NMENT-AL6 INSPECTIONS Figure I I - Overview of Measurements of affected popcorn ceiling removed Figure 12- Overview of Measurements of affected popcorn ceiling removed envbwcore PAGE 13 OF 17 ENVIR0NfAEN'T,;kLb INSPECTIONS Figure 13- Overview of Measurements of affected popcorn ceiling removed 0 L 8 Figure 14- Overview of Measurements of affected popcorn ceiling removed env 4k Core PAGE 14 OF 17 ENVIRCNMENW CTIQNF Lab Results EMSL Analytical, Inc. 1010 Yuma street Denver, CO 80204 TeWax:(303) 740-5700/(303)741-1400 hltplt nnlw.EMSL.com / denvafab@emst..com Attention: Nick Hopkinson EnvioCore Environmental Consulting '1685 S. Colorado Blvd. Denver, CO 80222 Project: 1017-27-24100 Everett EMSL Order: 221707526 Customer ID: ENCR42 Customer PO: Project ID: Phone: (303) 801-8166 Fax: Received Date: 10/23/2017 1:10 PM Analysis Date: 10124/2017 Collected Date: 10/23/2017 Test Report: Asbestos Analysis of Sulk Materials via EPA 600IR-931116 Method using Polarized sight Microscopy Analyst(s) Stuart Printz /4) Amanda Lang, Asbestos Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. Trim report relates only to the samples reported and may not be reproduced. except in fall, without written approval by EMSL EMSL bears no responsiWlity for sample collection activities or analytical method limitations. interpretation and use of test results are the respcnslbility of the client- This report must not be used by the client to darn product certification. approval. or endorsement by NVLAR NIST or any agency of the federal government. Not -liable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (Le. linoleum, wal board, etc.) are reported as a single sample. Reporting limit rs 1 Samples analyzed by EMSL Analytical, Inc. Denver. CO NVLAP Lab Code 20082' Initial report from: 10/24/2017 14:34:05 A SS-.PtM_ 0008 0061 - 1. 78 Printed: 10/24/2017 12:34 PM Page 1 o,' 1 envc®re PAGE 15 OF 17 .v IRGNMENTAL INSPECTIi7N5 Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 4100 -DEBRIS -1 Dumpster Debris BrownMitite 15% Cellulose 70% Gypsum None Detected Fibrous 15% Non-fibrous (Other) 221707526— Homogeneous 4100 -DEBRIS -2 -Plaster Durr inter Debris Tan/Pink 30% Quartz None Detected Non -Fibrous 70% Non-fibrous (Other) 22IM7526-0001 Homogenc,. _ 4100-DEBRIS-2-Drvwall Dumpster Debris BrownNVNte 20%Celfulose 70%Gvpsum Non&Det--%' Fibrous 10% Non-fibrous (Other) 221707526-0d02A Homogeneous 4100 -DEBRIS -3 Dumpster Debris Brown/Tan 98% Cellulose 2% Non-fibrous (Other) None Detected Fibrous 2217075 2 6.0003 Hrmmnnn[v.-s Analyst(s) Stuart Printz /4) Amanda Lang, Asbestos Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. Trim report relates only to the samples reported and may not be reproduced. except in fall, without written approval by EMSL EMSL bears no responsiWlity for sample collection activities or analytical method limitations. interpretation and use of test results are the respcnslbility of the client- This report must not be used by the client to darn product certification. approval. or endorsement by NVLAR NIST or any agency of the federal government. Not -liable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (Le. linoleum, wal board, etc.) are reported as a single sample. Reporting limit rs 1 Samples analyzed by EMSL Analytical, Inc. Denver. CO NVLAP Lab Code 20082' Initial report from: 10/24/2017 14:34:05 A SS-.PtM_ 0008 0061 - 1. 78 Printed: 10/24/2017 12:34 PM Page 1 o,' 1 envc®re PAGE 15 OF 17 .v IRGNMENTAL INSPECTIi7N5 soeCTIon Certifications oF'coto ye � 1876 Colorado Department of PublicHealth and Environment ASBESTOS CONSULTING FIRM This certifies that envioCore Registration No.: ACF - 21660 has met the registration requirements of 25-7-507, C.R.S. and the Air_Quality-Control Commission Regulation No. 8j Part B, and is hereby authorized to perform asbestos consulting activities as required under. Regulation No .8, Part B, in the state of Colorado. Issued: January 19, 2017 Expires: January -13,2018 Author¢ rPCaR resentaWe SEAL xcore PAGE 16 OF 17 '- f �Vf !�� .T�•r 'gym' ?� 1 �,� ,'�.�-..i'"-rrr'-'Tt COLO 01 4K x 1876 Colorado Department Public Health - of and Environment ASBESTOS CERTIFICATION* This certifies that Nicholas Hopkinson Certification No.: 23887 i has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: Building Inspector* Issued: August 30, 2017 Expires: August 30, 2018 * This certificate is valid only with the possession of a current Divislon-approved training course cerd kation in the discipline specified above. --- thorSied APM Represe tati,,e SEAL, envCore PAGE 17 OF 17 ='V1AONMEN TAL iNSP£CTIONS Property Information Gabe Vander 4100 Everett Dr 'A,Iheat Ridae 80333 CO Property Type Residenfia, PH (720)648-5768 Prepared By EnvioCore '-':. =- Asbestos Consulting Firm No. 21660 1685 S. Colorado Blvd Denver, CO 80124 303-GoEnvio (463) 6846 www.goEnvioCore.com info@cioenviocore.com Conducted By Nick Hopkinson Asbestos Building Inspector Cert. No. 23887 Inspection Information Inspection Date 10/19/2017 Arrival Time 03:00 PM Report Date 10/20/2017 Inspection # 1017-27 Vander, Gabe Protocols Followed Asbestos AHERA Lab Information EMSL Analytical 1010 Yuma St., Denver, CO 80204 303-740-5700 Asbestos NVLAP Cert # 200828-0 Core PAGE 1 OF 17 EIV! CNME-A, Limited Residential Asbestos Inspection Report 4100 Everett Dr env)TATT 1:ore ENVIRONMENNSRECT1ON5 Table of Contents Definitions....................................................................................................................................................3 KeyTerms .................................................................................................................................................... 3 Limited Inspection Summary .....................................................................................................................4 Gener....................................................................................................................................................................... Asbestos...................................................................................................................................................................... 4 Purpose and Scope of Inspection............................................................................................................. 4 General....................................................................................................................................................................... 4 sbestos...................................................................................................................................................................... 4 3ackground................................................................................................................................................ 5 Sampling.....................................................................................................................................................5 Asbestos Results Reporting........................................................................................................................ 6 Asbestos Inspection Conclusion............................................................................................................................ b Closing......................................................................................................................................................... 7 inspectionPhotos.......................................................................................................................................8 .ab Results.................................................................................................................................................15 inspectionCertifications..........................................................................................................................16 envh ` cors PAGE 2 OF 17 ENV190NMENTAJ lNSPEETI0N1 DeTinITIU 1. The term "Certified Inspector" shall mean individual who is identified on the first page of this Limited Inspection Report as conducting the Inspection. 2. The term "Client" shall mean the entity that has ordered the Limited Inspection on the Property on behalf of the Client. 3. The term "Limited Inspection Report" shall mean this report, which summarizes the Limited Asbestos Inspection .and a Limited Lead -Based Paint Inspection, as applicable to the Property. 4. The term "Owner" shall mean the owner of the Property. 5. The term "Property" shall mean the building(s) or structure(s) at the address listed under Property Information on the first page of this Limited Inspection Report. 6. The terms "Work Activity" shall mean any construction, renovation, remediation, decontamination, cleanup, or other work. t/ Terry c Asbestos 1. Asbestos is a naturally occuring mineral. Asbestiform varieties include chrysotile, amosite, crocidolite, anthophyllite, tremolite and actinolite. 2. Asbestos abatement is the wrecking or removal of builiding materails that contain friable and non -friable asbestos fibers. 3. Asbestos abatement contractor is any person hired to conduct asbestos abatement. 4. I-riable material can be crumbled, pulverized, or rendered to powder by nand pressure wnen ary. 5. A homogenous area is an area of surfacing material, thermal system insulation material, or miscelianeoir, material this is uniform in color, texture, construction, application date, and general appearance. 6. Miscellaneous material is interior building material on structural components, structural members, or fixtures, sucr, as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. 7. Non -friable material cannot be crumbled, pulverized, or reduced to powder by hand pressure when dry. 8. Point counting is a secondary analytical technique to verify the presences of asbestos in samples with 10% or lower asbestos. 9. Surfacing material is sprayed, troweled, or otherwise applied on surfaces, such as acoustical plaster on celilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 10. Thermal system insulation (TSI) is material tha tis applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss, heat gain, or water condesation, or for other purposes. 11. The terms "Asbestos Containing Material" or "ACM" shall mean surfacing, thermal system insulation, or miscellaneous materials that contain 1% or more of asbestos. 12. The terms "Asbestos Containing Building Material" or "ACBM" shall mean Asbestos Containnig Materials that has been used for construction or improvement of a building or other structure. PAGE 3 OF 17 13. The term "Certified Asbestos Consulting Firm" shall mean any person licensed with the State of Colorado and the EPA, hired for a fee to conduct any of the folowing activities, as required by Regulation No. 8, Part B, in the State of Colorado: asbetos builidng inspection and bulk sampling; development of asbestos management pians; rat, monitoring for asbestos fibers; development of asbestos project designs; and , project management, as specified in Section II..l. 14. The term "Certified Asbestos Laboratory" shall mean a laboratory with accreditation from the National Voluntary Laboratory Accreditaion Program (NVLAP) to analyze bulk samples for asbestos using polarized light microscopy (PLM). 15. The terms "Damaged ACM" and "Significantly Damaged ACM" shall mean friable or non -friable ACM that has deteriorated or delaminated to the point that it has lost its bond to the substratre or has otherwise suffered crumbling, blistering, nonadhesiveness, gouging, water staining, or marring. The term "Damaged ACM" applies when 1 /10 of the entire surface has suffer damage (1 /4 if the damage is localized). The terms "Significantly Damaged ACM" shall apply when more than 1 /10 of the surface has suffered damage. 16. The term "Limited Asbestos Inspection" shall mean an abbreviated inspection by the Inspector of the components of the Property that may be subject to Work Activity. The Inspection shall investigate the presence of ACBM and shall comply with all state and federal laws, rules, and regulations. General ThP Client agrees to read the Limited Inspection Report upon receipt and promptly call the Inspector with questions or concerns. This Limited Inspection Report is not intended to be exhaustive in the manner of inspecting the Property and all of its building materials and components. 1 ne inspector only inspecTea specific areas that may be subject to Work Activity and that are visually and physically accessible. The Limited Inspection was not a risk assessment or physical inspection of systems, structure, or components cf the Property. The use of this Limited Report and its contents, in whole or in part by persons or entities other than the Client is not authorized without the written mutual consent of the Client and envioCore LLC. Asbestos The Limited Inspection Report documents the findings of a Limited Asbestos Inspection at the Property. The Limited Asbestos Inspection intended to locate ACBM in areas that might be the subject of Work Activity. The Certified Inspector performed the Limited Asbestos Inspection in accordance with the current state and federal laws at the time of inspection. General The scope of this report included a visual inspection of all affected rooms and/or areas throughout the subject property for visible suspect ACBM and/or Lead Based Paint. This does not include any materials that were covered or hidden by walls, structures, carpeting, wood flooring, multiple layers, wallpaper, texturing, etc. However, the Certified Inspector made every reasonable effort to access and identify all suspect ACM and/or Lead Based Paint. If the scope of work changes, the Client must inform the Certified Inspector to allow the Certified Inspector to supplement the Limited Inspection Report. This Limited Inspection Report is solely a record of activities, observations, analytical results, and recommendations performed to date. Asbestos Bulk asbestos samples were randomly collected from homogenous areas of suspect ACM by the Certified Inspector. If the color, texture, construction, application date, or general appearance differs between materials or if for any reason the Certified Inspector suspects that the materials might differ in any respect, the Certified Inspector will take separate samples from each homogenous area. The Certified Inspector took PAGE 4 OF 17 - n=n—rvs�cCT��+S representative bulk samples were similar materials, but this does not guarantee that materials of simiia-, appearance are of the same composition. Even similar materials are subject to uneven mixing and distribution, and random sampling can miss ACM. EnvioCore used reasonable diligence and its professions; judgment consistent with industry standards in order to identify all suspect ACBM. Bulk samples were analyzed by Certified Asbestos Laborator,,. kgrou i The inspector was called to the subject property by Gabe Vander, Owner. Mr. Vander was concerned about asbestos containing building materials in the affected areas of the building. Per Mr. Vander, suspect _:1bestos containina building materials to be disturbed in the scope of work include: The affected materials sampiea. - Insulation - Drywall - Tile The affected areas include: - Living Roorr - Kitchen - Sun Room - Bathroom The Certified Inspector and the Client understand and agree that the Limited Asbestos Inspection shall include only the above -referenced potentially affected areas. If the Work Activity later includes other areas or materials that may contain ACBM, the Client understands that the Certified Inspector will only perform a Limited Asbestos Inspection of these areas upon a subsequent engagement. Sampi Using methods that are generally accepted in the industry, the Certified Inspector determined that it was necessary to collect 7 bulk samples from the various homogenous areas (see the Asbestos Sampling below for exact areas). All samples were submitted to Certified Asbestos Laboratory. The laboratory results are incorborated into this report. Neither envioCore, LLC nor the Certified Inspector warrants the accuracy of any laboratory results. The Client and any other parties hereby agree that envioCore, LLC and the Certified Inspector shall not be liable in any manner for erroneous laboratory results or other errors with the laboratory testing process. See Data Table (cable 1) Below for Tabulated Results along with Attached Photos (Figure i etc.) i Core PAGE 5 OF 17 ENVIRONMENTAL INSPECTIONS Table l: Table of asbestos samples taken during inspection with lab results. ND = Non Detected, (*Could become Friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials WERE found in the samples analyzed by the laboratory. The affected building materials DO need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during ani• removal of sampled building materials. env*Core SAGE 6 OF 17 7._ MENTALG I.N5PEECTIONS Homogeneous (Building o 0 `0 m Location Component Description 4. —,I ow Zr 'wo, SO i� Condition Lob Results by Layer $1 D1-ul I LIVING TO ROOM - INSULATION ND N/A N/A N/A N/A 200 N/A 4100-IDI-01 FLOOR GREY LIVING 4100-SM1-01 ROOM - DRYWALL - To WALL 8 WHITE ND N/A N/A N/A N/A 600 N/A 4100-SMI -03 CEILING 4100-ID2-01 To KITCHEN - CERAMIC TILE - ND N/A N/A N/A N/A 60 N/A 4100-ID2-01 WALL WHITE 4100-ID3-01 Significantly SUN ROOM POPCORN- Damaged To - CEILING WHITE 4% N/A N/A Friable Surfacing 140 4% Chrysotile in Texture 4100-ID3-01 ACM 4100-ID4-01 To BATHROOM CERAMIC TILE ND N/A N/A N/A N/A 80 N/A 4100-ID4-01 WHITE Table l: Table of asbestos samples taken during inspection with lab results. ND = Non Detected, (*Could become Friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials WERE found in the samples analyzed by the laboratory. The affected building materials DO need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during ani• removal of sampled building materials. env*Core SAGE 6 OF 17 7._ MENTALG I.N5PEECTIONS C(os)" ,' EnvioCore assumes no liability for any loss, injury, claim or damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. EnvioCore makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the samples taken and locations sampled. There are no risk assessments, warranties, guarantees. or insurance available o° provided by EnvioCore. 4,dditional sampling may be needed to further identify other pollutants, or other mold/fungus affected areas inside the subject property. This report was prepared pursuant to the contract EnvioCore has with the client. That contractual relationshio included an exchange of information about the subject property that was unique and between EnvioCore and its client and serves as the basis upon which this report was prepared. Because of the importance of the communication between EnvioCore and its client, reliance or any use of this report b anyone other than the client, for whom it was prepared, is prohibited and therefore not foreseeable to EnvioCore. No warranty is made. EnvioCore's liability and that of contractors and subcontractors arising from any service rendered here under shall not exceed the total fee paid by the client to EnvioCore. Thank you for the opportunity to work with you on this project. Please call at (303) GoEnvio (463) 6846 with any questions or concerns. Thank you. Sincerely, Nick Hopkinson Certified Insoecto, EnvioCore LLC, Environmental Consulting Asbestos Building Inspector Cert. No. 23887 PAGE 7 OF 17 enviwcore ENVIRCNMENTAiL4 iN5PECTtONS o eCTIon no os Figure 1- Overview of Address W7 Figure 2- Overview of Living Room Floor envr6 PAGE 8 OF 17 pvc:ore ENVIRCINMENT�kLb N5RECTIDNI Figure 3- Sample location #I Figure 4- Sample location #I env,PAGE 9 OF 17 W ore ENVIRCNME,T�, , CT'pNS cure 5- Sample location #2 Figure 6- Overview of Kitchen Wall Core PAGE 10 OF 17 envwjENVIRCNMENTAL INS?ECTIDNS mt cel 0-) Figure 7- Sample location • Figure 8- Overview of Kitchen Wall 4L -- PAGE 11 OF 17 envw!�qre ENVI�CNMEN 4f## 1 Figure 9- Sample location # 1 Figure 10 - Overview of Sun Room Core e PAGE 12 OF 17 n v ENVIRONMENTAL b INSPECTION, Figure 1 1- Overview of Sun Room Ceiling Figure 12- Sample location #I envi ore PAGE 13 OF 17 EN V IRONMEN TAI INSPEC TtGN� Figure 13- Overview of Bathroom Figure 14- Sample location #I env)ix- core PAGE 14 OF 17 ENVIRONMENTAL* rI5P=-- 'L esuITS EMSL Analytical, Inc. '910 Yuma Street Denier. CO 80204 _-,YFax:(303) 740.5700/(303) 741-1400 http9rwww.EMSL.Com / denveAab*errsl,com, MWntion: Nick Hopkinson n- oCbre Environmental Consuftino '45 S. Colorado Blvd. Denver, CO 80222 Project: 1017-27 4100 Everett EMSL Order: 221707456 Customer ID: ENCR42 Customer PO: Project ID: Phone: (303) 801-8166 Fax: Received Date: 10/19/2017 4:20 PM Analysis Date: 10/20/2017 Collected Date: 10/1912017 est Report. Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized =fight Microscopy 4100 -SMI -01 -Base Living Roan Wall Tan Non -Asbestos Asbestos sample Description Appearance %Fibrous %Non•Fibrous %Type 4100-101-01 Insulation Brown 25% Cellulose 15% Non-fibrous (Other) None Detected 'a17a7 sss.pm3s - 1 _.t'i-,MI-02-Wallpaper Fibrous 60% Min. Wool 2% Non-fibrous (Other) None Detected 221107456-aao1 Kitchen Wall Hdmogene 100% Nan -fibrous (Other) 22 1 70 7456000].n... 4 100-SM1 -01 -Skim Living Room Wall White 5% Ca Carbonate None Detected Coat 5% Ca Carbonate None Detected Non -Fibrous 95% Non-fibrous fOther_ Non -Fibrous 95% Non-fibrous (Other) 221707456-00 Homogeneous Homogenaous 4100 -SMI -01 -Base Living Roan Wall Tan 30% Quartz None Detectec Coat "fiat Non -Fibrous 70% Non-fibrous (Other) 70% Non-fibrous (Other) Homogeneous 22170745e.0002A Kitchen Tile Beige 'a17a7 sss.pm3s - 1 _.t'i-,MI-02-Wallpaper Living Room Ceiling Brown 98% Cellulose 2% Non-fibrous (Other) None Detected .1160 -SMI -03 -Skim Kitchen Wall Fibrous 100% Nan -fibrous (Other) 22 1 70 7456000].n... goat White Nm -Fibrous 4100 -SMI -02 -Skim Living Room Ceiling White 5% Ca Carbonate None Detected ":-oat Non -Fibrous 95% Non-fibrous (Other) 221707456-00 Homogenaous Inseparabie paint f coating layer included in analysts 4100-SM1-02-Base Living Room Ceiling Tan 30% Quartz None Detected "fiat Non-Ror- Non -Fibrous 70% Non-fibrous (Other) Homooeneaus -wriodeneous Kitchen Tile Beige 'a17a7 sss.pm3s Room Nan -Fibrous 60% Non-fibrous fOthe, .1160 -SMI -03 -Skim Kitchen Wall WhiteNeilow 100% Nan -fibrous (Other) None Detected goat White Nm -Fibrous 1.76 Printed: 10/2012017 4:02 PM Page 1 M 2 Non -Fibrous 80% Non-fibrous 706n- -tomogeneous HomooenG _ .21 74360604 inseparable paint / —ting layer—luded m analyses 1100-SM1-03-Plaster Kitchen Wall Tan 100% Non-fibrous (Other) None Detected ':cin -Fibrous 3'aK+fK104A Horrolleneous s ICIO-I132-01-Ceramic Kitchen Tile White 100% Non-fibrous (Other) None Detected -..;e Non -Fibrous �-.smooeneous 4100-I132-01-Thinset 1 Kitchen Tile Tan 1001/6 Non-fibrous (Other) None Dete-=E Non-Ror- 90% Non-fibrous (Other) 2217o7456.o005A Homooeneaus 4100-02-01-Thinset 2 Kitchen Tile Beige 40% Ca Carbonate None DeteceL Room Nan -Fibrous 60% Non-fibrous fOthe, 221707as6-,wo58 Homooeneol.le 4100-02-01 -Grout Kitchen Tile White 20% Ca Carbonate None Dete . 1.76 Printed: 10/2012017 4:02 PM Page 1 M 2 Non -Fibrous 80% Non-fibrous 706n- 2217074sr XSC HomooenG _ 4100 -102 -01 -Plaster Kitchen Tile Gmy/White 10% Quartz None Detected Non -Fibrous 90% Non-fibrous (Other) 2.7074M- W Homogeneous 4100-ID3-01-Texture Popcorn Ceiling - Sun White 20% Ca Carbonate 4% Chrysoble Room Fibrous 76% Non-fibrous (Other) _-. -c'asfi-was Homogeneous Initial report from: 10/20/2017 18:02:37 ..-, ;" .rt": _00096001 - 1.76 Printed: 10/2012017 4:02 PM Page 1 M 2 envirbi PAGE 15 OF 17 ENVIRONMENTAL INSPECTION-- l blorado llqrttnent of PubkHealth and F 6nmw has met the registration requirements of 25-7-507, C.R.S. and the Air.Quality-Control Commission Regulation No. 8, Part B, and is hereby authorized to perform asbestos consulting activities as required -under. Regulation No 8, Part B, in the state -of Colorado. Issued: January 19, 2017 Expires: January 13, 2018 a� Mw, sm Xl:or PAGE tb G,_ EN V ISONMEN-ALO !N a 'r:4`- 1e,4 7: $ 7 cob 187 Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that Nicholas Hopkinson Certification No.: 23887 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: Building Inspector* Issued: August 30, 2017 Expires: August 30, 2018 enviq ore PAGE 17 OF 17 -1 1RONME thWiied APCD Represe tatl,,e Z_ This certificate is valid only with the possession ofa current Division -approved training course cerdfleallon #r'ulv '0 in Me discipline specified above. enviq ore PAGE 17 OF 17 -1 1RONME thWiied APCD Represe tatl,,e Z_ 4100 Everett Dr Residence Remodel S; 1. In submitting his bid and entering into a Contract for Construction withthe Owner, the 14. Contractor agrees to accomplish the Work in accord with or as reasonably implied by the Contract Documents. 2. OMITTED 3. OMITTED 4. Should there be any questions regarding the Contract Documents, existing conditions Wheat Ridge, Colorado 80033 The drawings are essentially diagrammatic and although the sizes and locations of equipment are shown to scale wherever possible, the contractors, both principal and subcontractors, are required to familiarize themselves with all the work required by the Contract Documents. Each Contractor shall properly coordinate his work with that of all other contractors. It is not within the scope of the drawings to show all necessary offsets, obstructions, or structural conditions. It shall be the responsibility of each craftsman to plan, coordinate, and install his work in such a manner so as to conform to the structure. Any conflict within the drawings shall be referred to the Architect for disposition prior to the installation of any work involved thereby. and/or design intent, the Contractor shall be responsible for obtaining clarifications from the Architect prior to submittal of proposals and proceeding with any work. 15. Change orders shall be approved in writing by the Owner before affected work proceeds. Extra payments will not be made for changes made without Owner's prior 5. Contractor Coordinations with Owner: Contractor shall verify insurance coverages to be provided with the Owner. Submit certificate ofinsurance to the Owner for the Owner's record and verification of insurance coverages. Coordinate the time -scheduling of all work with the Owner. 6. General Contractor and/or all Sub -Contractors shall obtain all governing agency approvals related to their work and pay for any required fees or permits required. 7. All work performed and materials installed shall be in strict accordance, as a minimum standard, with all applicable codes, regulations and ordinances having jurisdiction. Contractor shall give all notices, secure all permits and comply with all laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the performance of the work. 8. The Contractor shall warrant to the Owner that all materials and equipment furnished under this contract will be new unless otherwise specified, and that all work will be of good quality, free from faults and defects and in conformance with the contract documents and genera Ilya ccepted industry wide standards. All work not conforming to these requirements, including substitutions not properly approved andauthorized, may be considered defective. If required, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 9. Equal Materials: Submit to the Architect a formal request for substitution for any alternate materials or systems. No material shall be used unless written equal material approval has been issued by the Architect. 10.Contractor(s) shall carefully examine the Contract Documents and any existing areas affected by the Work to obtain first hand knowledge of the conditions for construction. Contractor(s) will not be given extra payment for conditions which can be determined by examining the existing Project Site and/or Contract Documents. 11.Since the Contract Documents are complementary, before starting each portion of the Work, the Contractor shall carefully study and compare the various Drawings and other Contract Documents relative to that portion of the Work, as well as information furnished by the Owner, shall take field measurements of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. 12.Contractor shall be responsible for verifying all dimensions and existing conditions Report discrepancies to the Architect before proceeding with affected work. 13.Shop drawings and other submittals shall be reviewed and approved by the Contractor before forwarding to the Architect. By approving and submitting Shop Drawings, Product Data, and similar submittals, the Contractor represents that the Contractor has determined and verified materials, field measurements and field construction criteria related thereto, and has checked and coordinated the information contained within such submittals with the requirements of the Work and the Contract Documents. The Contractor shall not be relieved of his responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by the Architect's approval thereof. 143he drawings are essentially diagrammatic and although the sizes and locations of equipment are shown to scale wherever possible, the contractors, both principal and subcontractors, are required to familiarize themselves with all the work required by the Contract Documents. Each Contractor shall properly coordinate his work with that of all other contractors. It is not within the scope of the drawings to show all necessary offsets obstructions, or structural conditions. It shall be the responsibility of each craftsman to plan, coordinate, and install his work in such a manner so as to conform to the structure. Any conflict within the drawings shall be referred to the Architect for disposition prior to the installation of any work involved thereby. written approval. 16. The drawings show principal areas where Work must be accomplished under this contract. Incidental Work may also be necessary in areas not shown on the architectural drawings due to changes affecting existing mechanical, electrical, plumbing, or other systems, if any. Such incidental Work is also a part of this contract. Inspect those areas, and ascertain Work needed, and do that Work in accord with the Contract requirements, at no additional cost. 17. The Contractor is responsible for the design of the Plumbing, Heating and Ventilation and Electrical systems. Drawings show general design concepts for these areas of work only. Successful Bidder shall prepare sufficient drawings and specifications describing Plumbing, Heating and Ventilation and Electrical Systems to be installed in the project to obtain the necessary building permits, as well as for the Architect and Owner's review. See Specifications for further information. 18. The Contractor shall be solely responsible for, and have control over, construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work. The Contractor shall be fully and solely responsible for the job -site safety. 19. Provide temporary enclosures, protections, dust partitions, etc. as may be necessary to protect existing areas to remain from dust and dirt infiltration The adjacent areas will be occupied during all phases of the construction project and all work shall be coordinated with the Owner. At all times the Contractor shall maintain clear unobstructed exit ways. 20. Protect all finishes to remain within the Contract Area. Repair or replace any damage occurring to existing finishes required to remain to the Owner's satisfaction, at no additional cost to the Owner. 21. Repair, patch, and finish, or refinish as applicable, to match adjacent existing finishes, those existing surfaces damaged or newly exposed durina performance of the Work under this Contract. 22. Where "match existing" is indicated or noted, new construction or finishes, as appropriate to the note, shall match the existing in every particular, or in the case where new finish is called for, patch to receive new finish such that the patch is not discemable in the finished work. 23. Provide appropriate lintels over every new opening in both new and existing walls and partitions. 24. In as much as the remodeling and/or rehabilitation of an existing building requires that certain assumptions be made regarding existing conditions, and because some of these assumptions may not be verifiable without expending additional sums of money, or destroying otherwise adequate or serviceable portions of the building, the Architect makes no warranty that existing conditions at the jobsite do not vary from those indicated on the drawings. Carefully study and compare Contract documents with existing conditions at the job site. Report to Architect, at once, errors, discrepancies, inconsistencies, and omissions and materials, products, systems, procedures, and construction methods shown or specified which are incorrect, inadequate, obsolete, or unsuitable for actual field conditions, or which Contractor would not warrant as required by Contract documents. Do not proceed with work in areas where errors, discrepancies inconsistencies, or omissions are found,without Architect's instructions. 25. At the completion of work, remove all construction debris from the premises. _V = S �.: .. ;.. \.0::_ S: GO - Cover Sheet G1 -KEYNOTE LEGEND C1 -Site Plan A10 - Demo Plans At 1 - New Framing Floor Plan Al2 - Framing Details At 3 - Window Schedule A14 - Elevations MP1 - Mechanical MP2 - Plumbing �� E1 - First Floor LiQ tir A_aactric3LCiiof APPROVED for Coft Coma -am OWNER: co Gabriel Vanderstraten % 4100 Everettett Dr W Wheat Ridge, CO 80226 CC Phone: 720-648-5768 Plans Examiner Date ZONING: Type R-1-12 YaNd'ily of oernK: the asuonce of o perms or aswrosdafabas roeriAmtiswr BUILDING CODES: aidconi ufa7of"sn IMMb`o°"mafor'or004wovWC4DPW no to 2012IBC 2012IMC IB21 o/mCiry ardwoaces•+•enw+sx a"t'ollowpowiom oldie bu"R9rodeaw e'""toe �torioiorea/concNMerroYWaacf Mr/riWw "v 9 2012 C 201 C coder , ~ or0nonces of the CRY sWO #W be ralld. 2012 IPC 20121ECC Current Wheat Ridge Building Code Supplement PROJECT DESCRIPTION: 1. Demolition of existing nook, fireplace, built in book case,china cabinet, utility room (to 21 "). 2. Removal of existing windows. 3. Removal of utility room door to be framed and finished. 4. Removal of existing garage door to be framed and finished. 5. Addition of master bathroom and walk in closet 6. Garage Conversion AREA TAKEOFF: ( taken to outside face of wall ) Existing First Floor: 3667 SF Existing: 3167 TOTAL EXISTING: 3667 SF Garage: 570 Existing Garage: 570 SF Total: 3737 This is an abbreviated "Builder's Set" of plans and assumes that the Contractor to build the Project possesses the particular competence and skill in construction necessary to build this Project without full architectural services. Construction will require that the Contractor adapt the "Builder's Plans" to the field conditions encountered, and make logical adjustments in the fit, form, dimension, and quantity that are treated only generally in the "Builder's Plans". In the event that additional detail or guidance is needed by the Contractor or Design -Builder for any aspect of the Project, the Architect shall be notified immediately. Failure to notify the Architect shall relieve the Architect of responsibility for the consequences. � z co w 0 W CC � wE-U w www NW w� CW G W 0 -- 0 E, ny o/ haat Ridge ildin9 Division CLIENT: GABRIEL VANDERSTRATEN DATE: 10/23/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/23/2017 GO COVER SHEET SHEET 1 OF 11 � z 4100 Everett Dr Residence Remodel Wheat Ridge, Colorado 80033 Keynote Legend Al Metal Drip Edge. A2 1X 10 Fascia - Paint. A3 Gutter - Match Existing - Paint. A3a Downspout - Match Existing - Paint. A4 1/4" James Hardie Soffit Board - Paint. A5 1X4 James Hardie Trim - Paint. A6 Continuous Insect Proof Soffit Vent. A7 Fluid Applied Flashing Membrane ( Prosoco R -Guard Fastflash, Or Equal) Applied Across Joint Between Sheathing And Concrete Foundation. A8 Continue Dupont Tyvek Homewrap Or Fluid Applied Flashing Membrane ( Prosoco R -Guard Fastflash, Or Equal )Through Thickness Of Wall At All Rough Openings. Follow Manufacturer's Instructions - See Web Site Videos. A9 Concealed Roof To Wall Flashing Turned Up Face Of Sheathing 4" Minimum Per Code. A10 Slope Finish Grade Away From Wall One Foot In Ten Feet. All New Crawlspace Access Opening In Wall 24"H X 30"W Minimum. A13 Slip Resistant Tile Shower Receptor Per Tile Council Of America Recommendations Sloped To Linear Floor Drain. A13a Tiled Shower Curb Approx 4" High. A16 New Zero Clearance Fireplace As Selected By Owner. Install Per Manufacturer's Printed Instructions And In Compliance With All Code Requirements. Provide Combustion Air Per Code. A17 Dropped Drywall Soffit - 1/2" Gypsum Board On Wood Framing. A18 Vertical Duct Chase - 1/2" Gypsum Board On 2X4 Framing. A19 New Stair & Railing - See Details. A20 Wood Casing. A21 Wood Base. A22 Patch Wall To Match Existing At Removed Window. A23 Wood Railing With Balusters Maximum 4" Oc. Top At 36" Above Deck &Stair Nosing. Comply With All Code Requirements. See Detail. A24 Relocated Window From East Wall - Modify Rough Opening To Lower Sill - Reuse Existing Header. Match Sloping Brick Sill. Patch To Match Existing. A25 Closet Rod & Shelf Or Built -Ins As Selected By Owner. Keynote Legend A26 Caulk With Sealant & Backer Rod A27 Continuous Roof Vent: "Flash Filtervent" As Manufactured By Air Vent,lnc. Www.Airvent.Com. Install Per Manufacturer's Printed Instructions. Verify Color To Blend Wth Roof Covering. A28 Continuous Slot In Roof Sheathing. A29 Allow For Drainage From Behind Siding Here. A30 Drip Screed A31 Metal Flashing - Turn Up Face Of Sheathing Behind Tyvek Membrane A32 Beam Wrapped With Drywall. See Structural. A33 Joint A34 Counter -Top As Selected By Owner. Cl Typical Ceilinig: 1/2" Gypsum Board Prime Coated With PPG "Seal Grip" Vapor Barrier Sealer / Primer - Or Equal With Perm Rating <1.0 Perms. Finish Coat Paint As Directed By Owner C2 Same As Cl Except Sloping With Roof Rafters. C3 Patch Existing Ceiling At Demo'd Areas To Match Existing. C4 Existing Ceiling To Remain. F1 Typical New Floor: 7/8" A.P.A. Sturdifloor Glued And Nailed To 9 1/2" I -Joists. See Structural Framing Plan. F2 Existing Wood Framed Floor To Remain. F5 Porch Deck: 1" Thick Composite Decking Over Wood Framing. See Structural Framing Plan. Gl Window With Low -E Double Insulating Glass. Provide Safety Glass Where Required By Code. Int Typical Roof Insulation: R38 Fiberglass Batts In2 Typical Under -Floor Insulation: R30 Fiberglass Batts With Vapor Barrier On Top. In3 Typical Crawlspace Wall Insulation: R15 Fiberglass Insulation. Ino Crawlspace Floor Vapor Retarder Membrane: 10 Mil. Polyethylene Sheet With Joints Lapped 6" Minimum And Taped. Turn Up Perimeter Walls 6" And Seal To Wall. Ins Insulation Baffle: Owens Corning "Raft -R -Mate" Attic Rafter Vents Installed Under Roof Deck To Allow Air Circulation Over Top Of Insulation. Maintain 1" Air Space Above Insulation Under Roof Deck Minimum. In7 Fill Voids At Rough Opening With Non -Expanding Foam Insulation. Rl Typical New Roof: Composition Shingles To Match Existing Over Two Layers 15 Lb. Roofing Felts Over 5/8" Exterior OSB Deck On 2X12 Rafters Spaced 24" OC. Provide Self -Adhered Ice Dam Membrane At All Eaves Projecting To A Minimum Of 24" Inside The Inside Face Of The Exterior Wall. Provide Sefi-Adhered Ice Dam Membrane At All Valleys. R2 Existing Roof Covering On Existing Roof Deck, Etc. E_q� U-1 �E-,o O � wE,U w NW www W W O w r—I City of Wheat Ridge wilding Divison CLIENT: GABRIEL VANDERSTRATEN DATE: 10/23/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/23/2017 G1 KEYNOTE LEGEND SHEET 2OF11 ® SITE PLAN c1 1 40'-0" Legal Description: SECTION 22 TOWNSHIP 03 RANGE 69 QTR SE SUBDIVISION CD464000 SUBDIVISION NAME LEE DOUDS 1ST RESUB BLOCK LOT 0033 SIZE: 29399 TRACT VALUE: .675 CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO. KNOWN AS NO. 4100 EVERETT DRIVE, WHEAT RIDGE, CO 80033 (PROPERTY) Excavating & Backfilling General Notes: A. Division 1, including General and Supplementary Conditions and General Requirements apply to the work specified in this section. B. Soils Report: No soils test report has been prepared for this project. Contractor may make his own subsurface investigations to satisfy himself with site condition upon concurrence with Owner. C. Excavation: 1. Excavate for structures, conforming to elevations and dimensions shown within a tolerance of plus or minus .5", and extending a sufficient distance from footings or foundations to permit placing and removal of concrete form -work and other constructionrequired. 2.Remove all loose fill and fill contaminated with organic materials and/or building debris from areas below new building and new pavements. Dispose of excavated material off the site except for non -contaminated materials which may be used at the Contractor's option for back fill material. (see item D-1 below.) 3.Provide barricades around open excavations with warning lights at night time as necessary to protect persons from accidental harm. 4.Protect existing structures, utilities, pavements, trees, etc. from damage caused by excavation. 5. Avoid excessive wetting or drying of foundation excavation during construction. 6.Existing utilities: Locate existing underground utilities, if any, by careful hand excavation. If utilities are to remain, provide protection during construction. 7. See drawings for any specific requirements. D. Backfilling: 1. Backfill Material: Non -expansive granular structural fill, free from organic material, building debris, large rocks, excessive moisture. 2.Compaction Under Footings: All footings shall bear on undisturbed soil or concrete fill, except where void forms are indicated. Excavate by hand to final grade. 3. Compaction at Slabs on Grade: At least 95% of standard proctor density beneath areas which will support floor only. 4.Compaction at exterior pavements.: At least 95% of standard proctor density. 5.Placement of Backfill Materials: Place backfill material in maximum 8" layers, with each layer compacted to required density before placement of next layer. 6. Remove and replace, or scarify and air dry soil material that is too wet to permit compaction to specified density. 7.Backfill excavations as promptly as work permits, but not until completion of the following: Acceptance by Architect of construction below finish grade line including, where applicable, damp proofing, water proofing, wall insulation, and perimeter utilities. Inspection, testing, approval and recording locations of underground utilities. Removal of concrete form -work. Removal of trash and debris. Permanent or temporary horizontal bracing is in place on horizontally supported walls. 8.Grading: Grade areas adjacent to building lines to drain away from structure and to prevent ponding. Smooth finished surface compact and with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. Provide finish grading suitable for the application of sod. Remove or break down all large lumps of soil. Remove rocks, branches, and other debris which would be an impediment to installation of sod. Soil preparation (addition of sand, fertilizer, etc.) and installation of irrigation systems shall be by the Owner's andscape contractor. E. Basecourses: Unless otherwise indicated on drawings, provide the following: At Slab on Grade: Minimum 4" free draining gravel. Max. Particle Size: 2" Retained on No. 4 Sieve 50% Min. Retained on No. 200 Sieve: 5% Max. Compact as specified. At Exterior Paving & Concrete Walks: Minimum 4" free draining gravel as above. Compact as specified. n co w O W �Qo3 O O � E-4 ww ED QZ LTi Of >Q W w- W O E, .—� x C,ty of W.eat Ridge guitdin9 Qwiscn CLIENT: GABRIEL VANDERSTRATEN DATE: 1 onaon DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/7/2017 C1 SITE PLAN SHEET 3 OF 11 LIVING ROOM #2 362 x 196 ± DEMO WINDOW DEMO SLIDER — — — DEMO WINDOW DEMO WINDOW DINING - -- — - ROOM 9°x112± LIVING ROOM C DEMO WALL 13c x 192 ± \y BED ROOM #2 OFFICE DEMO 12Ex 10, ± 112x i0'_- FIREPLACE �L - - � C DEMO NOOK SHELVES I zl�c 21" DEMO -- _- - -- __ CABINETS DEMO UTILITY ROOM TO 21" MASTER BED ROOM #1 132x 142± E DEMO DOOR AND FRAME DEMOLITION PLAN 4100 EVERETT DR. WHEAT RIDGE, CO 1/8" = 1'-0" SUN ROOM 162 x 226 ± BED ROOM #3 1x255± DEMO DOOR AND FRAME LAUNDR'} WALL TO BE REMOVED ROOM (MATCH EXISTING 83 x 62± INTERIOR FINISHES) DEMO GARAGE DOOR AND FRAME GARAGE 232 x 2e 1. The Drawings show general intent of demolition work. Not all components and items have been indicated. Whether indicated or not, all existing impediments to new construction shall be removed. The Contractor shall visit the project site, review all documents and perform all demolition work as necessary for a complete project, ready for new construction. 2. Notwithstanding Paragraph 1 above, do not remove any existing component indicated to be removed if it becomes apparent during the demolition work that removal of such component might impair the structural integrity of the existing building. In the event that the Contractor discovers that an existing building component which has been indicated to be removed might impair the structural integrity of the building, the Contractor shall contact the Architect immediately for further instructions and engineer's analysis. 3. Contractor shall be responsible for providing adequate temporary supports and bracing to ensure the structural stability of the existing structure during demolition. 4. Do not drill or cut existing floor joists, beams, columns, or other structural elements, unless specifically indicated. 5. Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to adjacent finishes, structure, other facilities, and persons. 6. Reuse, store, or discard all plumbing fixtures, lighting fixtures, casework, fixed furniture, doors and windows indicated to be removed as directed by the Owner. (For bid purposes, allow for removal of the above items from the site, but verify with Owner before actually doing so). 7. Where permanent removal of existing millwork, casework, cabinetwork, accessories, equipment or furnishings is required and previously concealed surfaces are to remain exposed, patch previously concealed surfaces to match adjacent exposed surfaces. Where such surfaces are scheduled to receive new finishes, prepare the surfaces to receive new finishes. 8. Where cutting of existing surfaces or removal of existing finishes is required to perform the work under this contract, and a new finish is not indicated, fill resulting openings and patch the surface after doing the work, and finish to match adjacent existing surfaces. 9. Contractor shall provide a smooth transition between existing conditions to remain and new construction. Contractor shall be responsible for repairing, patching, and matching any damaged area caused by the work under this Contract. 10. Do not disturb any asbestos containing materials on the job -site without written consent of the Owner. Contractor shall notify the Architect immediately should any asbestos containing existing material be found on the job -site which may interfere with new construction or demolition operations. 11. Remove all debris from demolition operations from the project site, and dispose of such debris in a manner in conformance with all applicable governmental regulations and ordinances. DEMO========== W Co WE" f:t� CD o 0 cn O W W LU www Ww F---1 0 w0� 2 m�lw City of Wheat Ridge Building DMS011 CLIENT: GABRIEL VANDERSTRATEN DATE: 10/2312017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/23/2017 A10 DEMO PLANS SHEET 4OF11 FIREPLACE LIVING ROOM #2 3Er x 195 ± BED ROOM #2 11 OFFICE MASTER BED ROOM 132 x 14,2 ± A Al 0 LIVING/DINING ROOM 225 x 195 ± INSTALL NEW 21" DEPTH UTILITY 21"-- CLOSET REFR VCHEN 1165 ± co INSTALL NEW 42" X 52" KITCHEN ISLAND NEW CONSTRUCTION PLAN 4100 EVERETT DR. WHEAT RIDGE, CO 1/8" = 1'-0" NEW WALL CONSTRUCTION= 2ROOM SU1IBED ROOM #3 1x252± Vol DOM V O u 8'- x - WALK IN UJ 24 CLOSET Sy0 '2R 24-. - 42„ ww — 2" NW 0) PROPOSED W 7,4% BATHROOM/ VVALK-IN CLOSET W O E-, 23° x 10a ± 2 x 4 @ 16" O.C. PROPOSED FINISH TO MATCH CLOSET City of EXISTING INTERIOR 16 S.F. GABRIEL VANDERSTRATEN 23°x2145± W � O UJ Q CD 0�E-o � ww NW W �Of W -- W O E-, City of Wheat Ridge �. uilding Divison CLIENT: GABRIEL VANDERSTRATEN DATE: 10/23/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/23/2017 A11 NEW FRAMING FLOOR PLAN SHEET 5OF11 II II II II I�--------------------- �I II III I II II II II IUI IIII It II I III u u u Iql qu u u l I IL �I IL JI IIII IIILJI II I II Ir �� If IIII IIII If 111 III II II II IIII IIII II II I I II II II II Iql Ipl II II I I II II II II IIII IIII II II I 1!=1L JLJl=------ --------�1 i EXISTING FRAMING Al2 1/8" = 1'-0" 2x6 WINDOW 2x4 FRAMING HEADER@ 16" O.C. 2x6 WINDOW If HEADER II II II II it I II II II II II � IL JI— 1 l43" X l43" X 11 �I MINIMUM SILL II Ir �1 55Ya" 55Ya' IP 111 HEIGHTNOTTO II II II I II EXCEED aa• II II II II II I II II II i , i PROPOSED FRAMING EXTERIOR FINISH: THERMAL BREAK INSULATION W/ EIFS l43" X l43" X (STUCCO) 55Ya" 55Ya" a--- 7'-5%" —-- 7'-5Y3„ — i PROPOSED FINISH A 12 1 /8" = 1'-0" (b riLAur-K J OJ H� Z_ LU z — Z H F oU) F_ x UJ TYPICAL WALL FRAMING Al2 1/8" = 1'-0" w � 0 W Qcc E O � E -o ww �W W '— W 0 C) r� LJ Cizy of Wheat Ridge ': ilding DIVISC)n CLIENT: GABRIELVANDERSTRATEN DATE: 10/23/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY.- Y:GRAHAM GRAHAMCHRISTY, P.E. DATE: 10/23/2017 Al2 FRAMING DETAILS SHEET 6 OF 11 13 14 FIREPLACE LIVING ROOM #2 12 3622 x 196— 11 BED ROOM #2 122x 165± 10 1 MASTER BED ROOM #1 132x 142± 0 M LIVING/DINING ROOM I I V 225 x 195 ± SUN ROOM 162 x 22L + WINDOW SCHEDULE 4100 EVERETT DR. WHEAT RIDGE, CO 1/8" = 1'-0" KITCHEN 171x 1165± LAUNDR ROOM BED ROOM #3 192x2 ± tPROPOSED BATHROOM/ WALK-IN CLOSET z3°x9a8± BED ROOM #4 232x21'-5± Window/Door Schedule Rough Opening � 0 Sch. No. Dimensions Type 1Q 62-1/2 W x 43-1/4 1 H I Window Q 62-1/2 W x 43-1/4 H Window Q3 62-1/2 W x 43-1/4 H Window Q 36 W x 80 H Door 17 W x 82 H Door Sidelight QS 23 W x 43-1/4 H Window © 23 W x 43-1/4 H Window Q7 23 W x 43-1/4 H Window Q 43 W x 55-1/4 H Window Q9 43 W x 55-1/4 H Window 10 62-1/2 W x 55-1/4 H Window 11 62-1/2 W x 55-1/4 H Window 12 76-1/4 W x 55-1/4 H Window Cl3 72 W x 1 83 H View Window 14 73 W x 1 83 H Slider 15 72 W x 1 83 H View Window 16 62-1/2 W x 83 H Window 17 156 W x 86 H Window 18 53 W x 38-1/2 H I Window 19 36-3/4 W x 38-1/2 1 H I Window 20 43 W x 55-1/4 1 H ) Window W � 0 0 W Q cc O ��0 W W W www >Q w W -- �0� w o E-, City of Wheat Ridge 4 Building Diviso `tl CLIENT: GABRIEL VANDERSTRATEN DATE: 10/23/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/23/2017 A13 WINDOW SCHEDULE SHEET 7 OF 11 A14 I1 Too of Wall 3 'N' ...... "'INV VV 4100 EVERETT DRIVE 1/32" = I' -0 - EXISTING SIDING TO BE REMOVED EXISTING GARAGE DOOR TO BE REMOVED, FRAMED, AND FINISHED (SEE SHEET Al2) EXISTING SIDING TO BE REMOVED EXISTING GARAGE DOOR TO BE REMOVED, FRAMED, AND FINISHED (SEE SHEET Al2) EXISTING SIDING TO BE REMOVED 9 -ARAN EXISTING SOUTH VIEW A14 1/16" = 1'-0" 8'-0" 00of Wall ❑ U00 un as 0 0 0� 0 0 as as Ex. Foundation II IIS 8 PROPOSED SOUTH VIEW A14 1/16" = 1'-0" EXTERIOR OF HOUSE CYJ TO HAVE NEW EIFs 1111111 1111111 1i�iiii Foundation COATING E- o n 11111 9 -ARAN EXISTING SOUTH VIEW A14 1/16" = 1'-0" 8'-0" 00of Wall ❑ U00 un as 0 0 0� 0 0 as as Ex. Foundation II IIS 8 PROPOSED SOUTH VIEW A14 1/16" = 1'-0" EXTERIOR OF HOUSE CYJ TO HAVE NEW EIFs w n o COATING E- o (OWNER TO APPROVE Top of Wall 8'-0" . 0 Ex. Foundation P W 0'-0" Q 2 EXISTING WEST VIEW EXTERIOR OF HOUSE A14 1/16" = 1'-0" TO HAVE NEW EIFs COATING (OWNER TO APPROVE L7Jaq 2 PROPOSED WEST VIEW At 4 1/16" = 1'-0" EXTERIOR OF HOUSE TO HAVE NEW EIFs COATING (OWNER TO APPROVE 3 EXISTING NORTH VIEW A14 1/16" = 1'-0" Top of Wall - = _ _TZ 8'-0" EXTERIOR OF HOUSE J TO HAVE NEW EIFs COATING Ex. Foundation (OWNER TO APPROVE m 4 EXISTING EAST VIEW A14 1/16" = 1'-0" CYJ w n o W E- o O 0 P W LU Q > W Q CW w0 E, .—i Vheat Ridgi Building Divisor: CLIENT: GABRIEL VANDERSTRATEN DATE: 10/23/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/23/2017 A14 ELEVATIONS SHEET 8OF11 RF = RADIANT + FLOOR WARMBOARDPEX TS = THERMOSTAT Mechanical & Plumbing General Notes: 1. FINAL DESIGN: Final design of the mechanical systems shall be by the successful bidding contractor. I 2. ONE LINE DIAGRAMS: Provide one line diagrams and such other information EXISTING EXISTING as may be required by Building Department of obtaining permits for construction. RADIANT RADIANT One line diagrams shall indicate locations of major equipment, sizes of ducts and FLOOR FLOOR I EXISTING pipes, locations of valves and dampers and other control devices, locations of RADIANT thermostats, sizes of grilles and registers, convectors, etc. FLOOR 3. CONNECT NEW PLUMBING lines serving the addition to the existing plumbing system in the existing house in the most efficient and practical manner possible. Minimize disturbance to existing room finishes. 4. DRILLING, CUTTING OR NOTCHING OF STRUCTURAL MEMBERS: Comply with IRC Sections 502.8, 602.6, 802.7.1, & 802.7.2 to avoid weakening structural EXISTING members. RADIANT 5. PROVIDE PLUMBING FIXTURES as selected by the Owner. See plumbing plan. FLOOR 6. DESIGN HVAC SYSTEM to maintain 70 degree inside temperature from -5 degrees to +100 degrees outside temperature. 7. WORK COVERED shall consist of furnishing all labor, equipment, supplies and materials and in performing all operations necessary for the installation of complete and operating mechanical systems. 8. BEFORE PURCHASE OR FABRICATION of any equipment or materials and before fabricating and/or running any lines of piping and duct -work, determine that equipment will properly fit the space available and that piping and duct -work can be run as contemplated without interference between systems, with structural elements or with the work of other trades. Make proper and approved provisions for access to all equipment items and specialties, for servicing, adjustment, and maintenance. Failure to properly coordinate as defined herein may result in removal and/or relocation of equipment at no additional expense to the Owner. 9. OBTAIN OWNER APPROVAL of all HVAC and plumbing operating equipment specifications such as furnace, airconditioning equipment, etc. before purchasing and installation. 10. ALL MATERIALS AND EQUIPMENT shall be new, free of defects, installed in accordance with manufacturer's published recommendations in a neat manner and in accordance with standard practice of the industry. 11. ALL WORK, materials and equipment shall comply with the rules and regulations of all codes and ordinances of the local, state and federal authorities. Such codes, where applicable, shall take precedence over these plans and specifications. 12. ALL PERMITS, FEES, LICENCES AND INSPECTIONS for this Division shall be paid for by this Contractor. 13. FURNISH AND INSTALL FOUNDATIONS, bases and supports for mechanical equipment. 14. FURNISH ALL HANGERS hangers, anchors, sway bracing, guides, etc., for various piping and duct systems. 15. INSTALL HANGERS as required by codes, on all piping. Use complete hanger rings or clamp -on hangers. Wrap all copper pipe with plastic under steel hangers. No perforated strap hangers will be permitted. Hangers to support insulated pipe on outside of insulation using 180 degree saddle on bottom of insulation. Isolate plumbing lines from contract with framing members to prevent sound transmission into the framing. 16. PROVIDE VIBRATION ISOLATORS for motor driven mechanical equipment as recommended by the manufacturer. Provide flexible connections on supply and discharge lines of base mounted pumps. 17. Locate plumbing lines on the warm side of insulation at exterior walls to prevent freezing. Insulate domestic water lines in crawlspace and attic locations. 18. ALL DUCTWORK shall be installed in a neat and workmanlike manner with the ducts running parallel with the building construction. Ducts shall be constructed of galvanized sheets free of all blisters or other imperfections, or at contractor's option, main rectangular ducts and diffuser boots may be made of 1" fibreglass duct board. Otherwise, this duct to have 1" acoustical liner. Ducts shall be field coordinated with joists to provide the air service shown. No extras will be allowed for alternative routing of ductwork. All ductwork shall be installed in accordance with SMACNA standards. All ductwork shall be sealed per section M1601.3 IRC and verified as sealed per Section N1103.2.2, IRC 19. DUCT LINER shall be 1-1/2 Ib. density and shall comply with the requirements of NFPA 90A and the "Duct Liner Materials Standard" of the Thermal Insulation Manufacturers Association. 20. ALL DUCTWORK shall be insulated to a minimum of R8 in attics, and R6 in crawl spaces per section N1103.2.1 IRC. 21. PROVIDE MANUALS: Bound operating and maintenance instructions for all equipment shall be delivered to the Owner on completion of the work and Owner shall be instructed in their use. CMECHANICAL PLAN � 4100 EVERETT DR. WHEAT RIDGE, CO TS R 1/8" = 1'-0" F`\ NE w `r' 0 W E,QCC O �C-) E w w W �4 �> W -- C G O w O E—I City of Wheat Ridge Building Divison CLIENT: GABRIEL VANDERSTRATEN DATE: 10/2312017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY.- Y:GRAHAM GRAHAMCHRISTY, P.E. DATE: 1012312017 MP1 MECHANICAL SHEET 9OF11 PLUMBING FIXTURE LEGEND: DW = Dish Washer L1 = Lavatory & trim W PROVIDE GAS LINE L2 =Lavatory &trim AND REQUIRED S = Kitchen "Country Style" sink & garbage disposer CONNECTION Q FOR FIREPLACE SH =Shower head &thermostatic controls. T = Free-standing tub & trim. 0 W = Recessed washing machine wall connections. WC = Watercloset w w CL = CLEAN OUT W� All plumbing fixtures shall be as selected by the Owner. W Provide all rough -ins and final connections . > See related general notes on Sheet MP1. EXISTING SEWER LINE (APPROXIMATELY SHOWN) 999) PROVIDE GAS LINE AND REQUIRED PROVIDE WATER LINE CONNECTION TO ICE MAKER IN FREEZER FOR FIREPLACE BOILER REFR NEW GAS RANGE & EXHAUST HOOD L1�\WH _ L2 DW S - CL 7 CUT IN NEW t SH DRAIN LINE T C WC /SOIL STACK W O w Q co 0 n., E --I C w w 00 W� W W LL > Q LU W O E, a CLIENT: GABRIEL VANDERSTRATEN DATE: 10/23/2017 DRAWN BY.- Y:JUSTIN JUSTINGUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/23/2017 M P2 PLUMBING SHEET 10O-111 0= -EXISTING LIGHTING AND POWER OUTLETS TO REMAIN IN THIS ROOM" 3 1 O SD OO 0 SLIGHTING PLAN E1 1/16" = V-13" /E X : EX +18 +18 O 0 EX SD SD SD SD CO sD CD OO EXEX +18 1 EX 0 DELECTRIC PLAN Ei J 1/16.=1'0" %8 EX:: + EX:, SD 00 GFI: EX— + CO 0 - C, EX ' V EXEX GFI EX 'E NEW ELECTRIC PANEL LOCATION SD `'EX CO � ; EX t �8 00 r +1.8 EXISTING ELECTRIC PANEL (TO BE REMOVED) 00 ELECTRICAL NOTES: 1. Install all electrical per the current NEC. 2. Verify final locations of all electrical devices such as outlets, switches and dimmers with the Owner before installation of drywall. 3. All receptacles in kitchen(s), bath room(s), laundry, utility, and outside shall be GFCI protected. 4. All 120 -volt, single-phase, 15- and 20 -ampere branch circuits supplying outlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sun rooms, recreation rooms, closets, hallways, or similar rooms or areas shall be protected by a listed arc -fault circuit interrupter, combination- type installed to provide protection of the branch circuit per NEC 5. UI 211 listed and labeled smoke detectors shall be located in each sleeping room, outside each sleeping area in the immediate vicinity of the bedrooms, on each story of the dwelling including basements, but not including crawl spaces or attics, and interconnected with battery back up per NFPA 72 and Section R314. 1. current IRC. 6. UI 2075 listed and labeled carbon monoxide detectors shall be installed within 15 feet of the entrance to each room lawfully used for sleeping in dwellings containing fuel fired appliances or attached garages per house bill 1091, NFPA 120, and Section R315, current IRC. Main electrical panel to be verified as sufficient for additional circuits by electrician. Upgrade as necessary. 7. A grounding electrode shall be encased by at least 2" of concrete located within and near the bottom of a concrete foundation or footing that is in direct contact with the earth, consisting of at least 20' of one or more bare or zinc -galvanized or other electrically conductive coated steel reinforcing bars or rods of not less than 1/2" diameter, or consisting of at least 20' of continuous bare copper conductor not smaller than No.4 and exposed for connection to the electrical service panel. Reinforcing bars shall be permitted to be bonded together by the usual tie wires or other effective means. 8. Cold water piping and ground rod grounding electrodes shall be shall be confirmed as present and adequate by electrician. ELECTRICAL SYMBOL LEGEND +18 " DUPLEX OUTLET @ 18" H EX EXISTING OUTLET FOURPLEX OUTLET GFI DUPLEX OUTLET ONE SIDE SWITCHED WP WEATHER PROOF INTERCEPTOR PROTECTED • HIGH VOLTAGE OUTLET SWITCH SWITCH 3 WAY SWITCH 4 WAY TIMER SWITCH DIMMER SWITCH RECESSED DOWNLIGHT RECESSED WALLWASHER DIRECTIONAL FIXTURE WALL BRACKET FIXTURE SURFACE MOUNTED OR PENDANT FIXTURE CEILING FAN UNDERCABINET FIXTURE ............ LINEAR STRIP FIXTURE FLOURESCENT FIXTURE LIGHT TRACK PHONE JACK TV OR CABLE JACK • PUSH BUTTON CHIME M MOTOR EF EXHAUST FAN FD FIRE/ SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR PANEL FI F('.TRIC: MnTnR CYJ LIGHT FIXTURE SCHEDULE W M O KEY DESCRIPTION MANUFACTURER CATALOG NUMBER LAMPS COMMENTS A 4" dia. Incandescent downlight - Non Insulation Juno TCl-17HZ-WH SOW Par 20 wE�O W B 4" dia. Incandescent downlight - Insulated Ceiling Juno lCl-17HZ-WH SOW Par 20 C Decorative surface mounted ceiling fixture Owner Selected LU D 4' Track +decorative pendant Owner Selected Pendant location may be adjusted for tableconfiguration E 16" undercabinet fixture Owner Selected F Low Voltage mini decorative pendant Owner Selected City of�` G Decorative surface mounted ceiling fixture Owner Selected GABRIELVANDERSTRATEN H Decorative wall mounted fixture Owner Selected Preferably to direct light up onto ceiling J Vanity wall mounted fixture Owner Selected Mounting height to be determined by Owner K 4" dia. Lensed incand. Downlight- Insulated Ceiling ICI -12W -WH + luno 7599 SOW Par 20 SHEET L Ceiling Fan / Light Owner Selected Mounting height to be determined by Owner M 24" wall mounted flourescent with acrylic lens Owner Selected I Mounting on wall above door N Exterior wall mounted fixture Owner Selected CYJ W M O w 0E-- E -I Q O C0 G wE�O W W www W LU O wow O City of�` �Afheat Ridge wilding Div CLIENT: GABRIELVANDERSTRATEN DATE: 10/23/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/23/2017 E1 LIGHTING & ELECTRIC SHEET 11 OF 11 City of Wheat Ridge Res. Garage/Carport PERMIT - 201708482 PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett DR EXPIRES: 12/27/2018 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. *** CONTACTS *** OWNER (720)648-5768 GABRIEL VANDERSTRATEN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Engin. Review Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 384.51 796.72 591.55 150.00 1,922.78 37,939.20 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25&#39;) 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 is required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. Not approved as an independent dwelling unit. 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 thisermit. 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 wo!5 to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatyre of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature o uilding Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge 5 Res. Garage/Carport PERMIT - 201708482 PERMIT NO: 201708482 ISSUED: 12/27/2017 JOB ADDRESS: 4100 Everett DR EXPIRES: 12/27/2018 JOB DESCRIPTION: Homeowner Detached Garage on NE corner of property.Slab on grade mono slab construction to be 2x6 and LVL roof trusses. See attached plans for detail. 988 square feet. 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 thisermit. 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 wo!5 to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatyre of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature o uilding Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of h6at , i e- /'-COkMURIIITY DEVELOnKEOT Building d Inspection Services Division i rf 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits@ci.wheatridge.co.us UN I paa"/PeMN V / 71� Plan Review Fee: Y wg6'4� Building Pevrmft A pplocaflon ' Please compgob all highlighted areas on both sides aV Us fbmL In pleb a 16 Inns �p mit not be pra=ood. FIFOPGAY Addie€ o Fm @vW Gwnor (please print): Phone: Fvapmty Owner Email: VrPI -.�P_I 3 IA i�M G : �• �Wi1 V E,Wfing Addm : ff different than property address) 16010 ; City, State, Zip: @r @Wm M Aectrical: V.R. City License # ►ther City Licensed Sub: :ity License # Plumbing: W.R. City License # phoame 32- - & y6' - S.:;- a,* Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete Slit tmmformaadolm on BOTH sides of thfs form ❑ COMMERCIAL a RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (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.) � ��d� S�✓�a. 9,- a,.. A, Zx lP Sq. FULF t •S Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) FAM -9i OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (01VIVER) (CONTRACTOR) Eleetronk Siaaature (first and asst name): L DATE: /0 20 Ll 9- DEPARTMENT USE ONLY&CNJ.NJts: GC7MiJItMEN,TS: Q�Gtle'Atd�d' CEASSft�IGA,TtC)N: Reviewer - q g s=(/s) -3�.qo z 3?/ Q 3q. Z o uIAMING DEPARFMENT COMMENTS Reviewer. 04f&0*152 )X 12411 to pt1P��G �i1 ' 0 PI RJ5---r F.CelF L�� 1N Gt�VICMG cTjs fN T 1. R�.c%TloI�ES �,�(aWN olV CIV -1 TNS R.&D-L/NFD pr eNS 7'o PROT�GT Atvt>GENT poop r'i�s 201.( ISTo;2MWA7r-F- Rt/�oFF REFER• To PW 15OAAMXA17-� oNRSD-L 1 �� SLEETS � <, 2,3 of 7- Building Division Valuation: $ l�City of ,SINGLE FAMILYIDUPLEX 16at Wi e r t C W 0 R K s BUILDING PERMIT APPLICA TION RE VIEW Date: Location: 4100 c ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a C412� located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: ZOK ,refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes No Completed b. c. curb & gutter: Yes sidewalk: No Completed d. Yes Other (specify): Yes � No No Completed Completed For items not constructed, the amount of funds taken in lieu of construction: 3. --V-1 Does all existing roadway/alley R.O.W. meet the standards of the City: Yes No If not, what is required? If R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. M yktz 2 11-7 Signature Mark Van Nattan Date 5. 1 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. Stipulations: Roog ntzdt-wrt t�n1Vy r17 _,1�1_-1 ,% ff–L2e2�iGTiein Sp A5 -12:1 1299ag '7b Pw z'10AJAJ9,Alr�S 4g 'RE / 04942 `� ,t2��t��TL�/. Ahl, 7. A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 _ City of at Ridge 6I1C WORKS City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Date: Location of Construction: 4 IoD Purpose of Construction: �SiNC21 _ a Re M 1Ly Single Family _1 Commercial Multi -Family Development Review Processing 1Fee:................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Dolex Review Fee:...... I .............................. $50.00 $_ 5O DD Commercial/Multi-Familv Review Fees: • Review of existing or minimal technical documents: ........................ $200.00 $ ® Initial review' of technical civil engineering documents (Fee includes reviews of the 1 ' and 2nd submittals) :.......................... $600.00 g e Traffic Impact Study Review Fee: (Fee includes reviews of the 1' and 2nd submittals): . .......................... $500.00 $ ® Trip Generation Study Review Fee: ....................................... .......... $200.00 $ ® O & M Manual Review & SMA Recording Fee ................................ $100.00 $ 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: a Resubmittal Fees: Psubmittal ('/z initial review fee) :.................................................... $300.00 $ 0 submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ............................ .................................... $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): S. PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www,ci.wheatridge.co.us Rev 12/12 City of W heat Rid.�e PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 12 ADDRESS: /00 awp=ETT Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www. ci.w hea tri dge. co. u s Rev 2/08 DEED PREPARATION AFFIDAVIT File No.: 35100-17-09596 Property Address: 4100 Everett Drive, Wheat Ridge, CO 80033 The undersigned hereby consent and instruct North American Title Company of Colorado to prepare a Special Warranty Deed, Warranty Deed or Quit Claim Deed as follows: From: the Thomas E. Lunnon Trust dated April 5, 2012 To: Gabriel Vanderstraten Nature of tenancy: Tenancy in Common: The relationship in which each tenant has an undivided interest, presumed to be equal unless otherwise stated. If one tenants dies, his/her share passes to his/her heirs held by his/her estate and not to the surviving tenant. Joint Tenancy: The relationship in which, upon death of one tenant, his/her interest passes automatically to the surviving tenant or tenants. Tenant in Severalty: Sole ownership. The undersigned acknowledge(s) that North American Title Company of Colorado suggests the party or parties involved consult an attorney as to the advisability of this transfer. North American Title Company of Colorado has not offered any legal advice and is preparing this deed as a scrivener service only. Date: October 11, 2017 Gab iel C14'anderstraten Affidavit (Deed Prep) 35100-17-09596 Residential Interior Remodel Permit Submittal Checklist Applications for Residential Interior Remodel projects such as interior remodeling of kitchens and baths, basement finishes, conversion of space to a different use and similar projects are reviewed by the Building and Inspection Services Division for compliance with applicable ordinances and design criteria and are required to be approved prior to issuance of a building permit. Conversion of existing space to a new use may require additional review and approval by the Planning Division. The following list of documents or information is required at the time of submission of application for permit: • Completed City of Wheat Ridge Permit Application form containing the following: o Property owner name, address and contact information o Contractor and subcontractor information (A contractor currently licensed with the City of Wheat Ridge, possessing a minimum Class 3 license, is required at the time of permit issuance unless all work is performed by the property owner and that owner resides at the property currently and for a minimum of year from the date of completion of the project) o Detailed description of work to be performed o Contract value of all work to be performed o Printed name and signature of individual submitting application • A copy of the Property Deed or other document(s) verifying residency/ownership may be required prior to acceptance of an application issuance of a permit • Two (2) sets of minimum 11" x 17" construction plans containing: o Completed applicable City of Wheat Ridge Building Guide and/or floor plans depicting existing conditions and proposed new conditions, including location of all walls, appliances, windows, fixtures and electrical outlets o Detailed drawings of existing and proposed systems and components (i.e. plumbing, electrical, etc.) as necessary to facilitate review o Engineer's Letterfor structural modifications may be required. "APPLICATIONS THAT ARE INCOMPLETE OR LACKING SUBMITTAL DOCUMENTS WILL NOT BE ACCEPTED BY THE BUILDING DIVISION.' 1 E City of Wheat jdge COMMUNITY DEVELOPMENT Official Certification of Property Owner for Trade Specific Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): t f !/Ani+-Iirr Project Property Notarized--s"i'Rnature bfAvd1icant State of Colorado } County of —1-o &r9c>n } ss fl, AA The f regoing instrument was acknowledged by me this _ 'day of Qc �uf , 20_ by U er41e TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MY COMMISSION EXPIRES APRIL 22, 2020 �(JQ•d— My Commission Expires Notary Public 9/9/13 Colorado Chapter of the International Code Council HOW to UN We o Provide two sets of plans, drawn to scale and complete the following (hint. use graph paper with 1/ " squares. Example: 114' = .l'): Check with your jurisdiction for additional requirements. 1 COMPI t8 this OUlft Gdtt by filling in the blanks on page two and four, and indicating which construction details will be used. 2 Provide 2 Piot Pisa: (site plan) showing dimensions of your project and its relationship to existing buildings or structures on the property and the distance to existing property lines, drawn to scale. See page3. 3 ilii out a bddinp permit appucadon. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the International Code Council is a professional organization seeking to promote the public health, safety and welfare to building construction. We appreciate your feedback and suggestions. To obtain a master copy of this building guide, please write to the Colorado Chapter of the international Code Council, P.O. Box 961, Arvada, CO 80001. http://www.cDloradochapteriec.org This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. it is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Wheat s Ill 9/9/13 �. Fill in the blanks on pages 2 and 4 with dimensions and materials which will be used to build the structure. Please print legibly.o- Z. Indicate in the check boxes on page 4 which details from page 5 will be used. Note: Heated garages will require insulation, such as ceilings, walls, and foundation. Dimension 3 ? r Locate and detail bracing O Garage Is heated i I Garage Is not heated Show door and window header sizes and location and size of landing in front of door Indicate rafter or truss direction -pta°b J slope pFloor ZG 3112" minimum concrete slab (Z Z x / 2 header (example: (2)2x 12 Note: If roof trusses or rafters bear on header, special header design may be required Double 2x4 or 2x6 trimmers each end of overhead door header Garage door opening Garage door opening width ibx 3 * If less than 4' we Braced wall Panel Detail on , rr Dimension* -1Z_ page 5 to comply with section R602.10.6.2 (IRC) Dimension* 2 - (minimum (minimum width 16' with wall 10' high) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Detached Residential Garage Permit Submittal Checklist Applications for construction of Detached GarageS are reviewed by the Building and Inspection Services Division and Planning Division for compliance with applicable ordinances and design criteria and are required to be approved by these entities prior to issuance of a building permit. The following list of documents or information is required at the time of submission of application for permit: • Completed City of Wheat Ridge Permit Application form containing the following: o Property owner name, address and contact information o Contractor and subcontractor information (A contractor currently licensed with the City of Wheat Ridge, possessing a minimum Class 3 license, is required at the time of submission unless all work is performed by the property owner and that owner resides at the property currently and for a minimum of year from the date of completion of the project Subcontractors must be disclosed at the time of application and licensed prior to the issuance of permit.) o Detailed description of work to be performed o Contract value of all work to be performed o Printed name and signature of individual submitting application • A copy of the Property Deed or other document(s) verifying residency/ownership may be required prior to acceptance of an application or issuance of a permit • An Improvement Location Certificate (ILC) or an Improvement Survey Plat (ISP) or a Site Plan as described below • Two (2) sets of minimum 11" x 17" construction plans* or two (2) copies of City of Wheat Ridge Detached Garage Building Guide (monolithic slab foundations only) containing: o Site Plan — must be "to scale" and be an accurate depiction of the site based on available survey information including scale, north arrow, property line locations, identification of streets and alleys, and all existing and proposed improvements including structures, fences, etc. Site plan should also depict means of access to structure and materials used to construct that access o Architectural Elevations - must be "to scale" and accurately depict all proposed elevations including materials to be used and measurements to top of ridge and midpoint of roof o City of Wheat Ridge Detached Garage Building Guide (monolithic slabs only) or Structural plan(s) bearing the seal of a State of Colorado licensed Structural Engineer for foundation system, framing, and any miscellaneous structural components o Detail drawings of systems and components (i.e. plumbing, electrical, etc.) as necessary to facilitate review Detached garages on monolithic slabs shall not exceed 1,000 square feet in floor area. Garages on monolithic slabs are not eligible for future occupancy changes which permit human occupancy. *All garages with footing/stemwall foundation system require submission of sealed structural plans and inspection by the engineer -of -record. **APPLICATIONS THAT ARE INCOMPLETE OR LACKING Sl1RMITTei nr%r•l IUCKITO 1w NOT BE ACCEPTED.** Wheat Ridge IF Example Site Plan . 150.00 feet • New detached . gem 48 .. .. no . ' . 100 feet y►, : _ . At • . • • • • • • • • • . . . • • . • . . :. °O 980 sq. t. existing) . 150.00 feet Scale Q V=20' Minimum 1x12 2x10 rafters spaced at 24" o.1- 12 4 5 T-111 siding 1/2" exterior plywood RAS f berglass belts insulation sq .� • •'�. ,30 feet �►. ". ' , • • . 00000 1.00001 .0O6.01 Mimi 0 M Sample Elevation 1/2" exterior plywood sheathing Class A 3 tab shingles I /1 leyer $15 felt I R 38 Insulation i I W ceiling Joists I I 1 at 24" o.c. i I Double 2x8 I top plate I� I CM 2x8 studs I e— at 24" o.c. 2x8 sill plate m E W Z 9/9113 Note: For roofs with slopes less than 4:12, follow manufacturer's instructions for low slope application of roofing material. ori- wafters Spaced 2- " O.C. PWdMdWW*hbar-or--2x10 spmd24' x Provide roof be downs Said 2x blocking between rafters that are 2x12 or greater Note: Pre-engineered roof trusses w&M dips may be used in lieu of roof structure shown. Diagonal wind bracing or braced wall panels @ comers and each 20' of wall. Max. 10' : wall height Jl Foundation Detail A O Foundation Detail B ( PW 5) This handout was developed by the Colorado Chapter of the International Code Council as a basic pian submittal under the 2012 International Residential Code. it is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Roof coverin r t,. �WV4�)ef(example: C M ab 71 Un derlapnent_/-A 1 low Ceiling Insulation 7A0 (NheeMd-anffo-- R -W) 2x ceiling joists @ O.C. (exaq*. 2 x 6 024' da) _ Double 2x Co top plate (exopb:2x6) Span2 ' o" l (:2316') Ceiling (example: s9 Siding ��s (exaapl . AW or'F1n) Wall sheathin '/2 �. • .� 2x studs @ O.C. "•L (example:2x 6 ® 24' O.C.) Concrete Encased Ground ;'• required for new service . �• ''; K• '••. Wall Insulation L2,D .• This handout was developed by the Colorado Chapter of the International Code Council as a basic pian submittal under the 2012 International Residential Code. it is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Roof coverin r t,. �WV4�)ef(example: C M ab 71 Un derlapnent_/-A 1 low Ceiling Insulation 7A0 (NheeMd-anffo-- R -W) 2x ceiling joists @ O.C. (exaq*. 2 x 6 024' da) _ Double 2x Co top plate (exopb:2x6) Span2 ' o" l (:2316') Ceiling (example: s9 Siding ��s (exaapl . AW or'F1n) Wall sheathin '/2 �. • .� 2x studs @ O.C. "•L (example:2x 6 ® 24' O.C.) T • Cont. Zx sill plate . Y . �• ''; K• '••. Wall Insulation L2,D .• (nhwW - exaM*. R,20 Fibarglsss 6affa) Foundation 'Insulation (Hheated -example: R-10) Footing size I x - la' (example: 6'x 161) 9/9/13 Max. 10' wall height — Lap siding over tamdation a minimum of 1". 6" Finished+r1>r' gratia 4' ir A.,y Note: Check with tical building department for I 12^ I swelling sails. Caissons may be required. 'It x 10" stee anchor bolts 6'-0" Lap WIN over 'h" x 10' a" anchor bolts G-0" O.0 max., T min. penetration max. 12' O.C. max., r min. penetration max. 12" from comer and 12" foundation a Mkdnwm of 1" 36' from comer and 17 from each end of plate (min. 2 baps per plate). from each end of plate (min. 2 #4 rebar min.";1'^ Note: Check bob per plate). footing or key way cont. top 8 Bottom plate shall be min. 8" Bottom plate shall be treated : 1• x' �' : + .� above grade, or be treated wood or decay resistive wood or be separated from concrete 1 _`, #4 rebar min. continuous top o1 by an impervious moisture Frds►ed o . Y' :a, a.,.,:„rr., 3'h' Minimum barrier and be 8” above grade. grade x:,, concrete slab 3 112" Minimum Concrete Slab :r ::;� .._:fir• s Allarboard expansion joint Extent of header with double portal frame (two breoed wail panels) Extent of header with single portal frame (one braced wall panel) --► 2'- 1 8'Finished width of opening —► t for single or double portal 1 I t 1,000 Ib. strap opposite sheathing 1.000 Ib. strap Fasten top plate to header with two rows of 16 sinker nails at 3" O.C. typ. Fasten sheathing to header with 8D common or galvanized box nags in 3" grid pattern as shown and 3" O.C. In all framing (studs, blocking, and sills) typ. Min length of panel per table 8602.10.5 Min. 2x4 framing Min. double 3/8" min. thickness wood 2x4 post structural panel sheathing Min. 4,200 Ib. tie -down device (embedded into concrete and nailed into framing Min. 1,000 lb. See Section R602.10.6.2 tie down device This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. it is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Fasten inn I heat) two I 16C nal O: M su shi Provide #4 mbar vert. @ 4'-0" 36' min. ' O.C. Insert rebar Into concrete #4 rebar min.";1'^ Note: Check y.. footing or key way cont. top 8 with local : 1• x' bottom with 18" laps yuryg 1 _`, #4 rebar min. continuous top o1 sweRhkg soils. stemwall b at footing with 18" laps n Caissomay be required. :r ::;� .._:fir• 3" Extent of header with double portal frame (two breoed wail panels) Extent of header with single portal frame (one braced wall panel) --► 2'- 1 8'Finished width of opening —► t for single or double portal 1 I t 1,000 Ib. strap opposite sheathing 1.000 Ib. strap Fasten top plate to header with two rows of 16 sinker nails at 3" O.C. typ. Fasten sheathing to header with 8D common or galvanized box nags in 3" grid pattern as shown and 3" O.C. In all framing (studs, blocking, and sills) typ. Min length of panel per table 8602.10.5 Min. 2x4 framing Min. double 3/8" min. thickness wood 2x4 post structural panel sheathing Min. 4,200 Ib. tie -down device (embedded into concrete and nailed into framing Min. 1,000 lb. See Section R602.10.6.2 tie down device This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. it is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Fasten inn I heat) two I 16C nal O: M su shi SHEET INDEX PAGE 1 TITLE MAIN FLOOR PLAN PAGE 2 SITE PLAN PAGE 3 ELEVATION VIEWS PAGE 4 FOUNDATION PLAN PAGE 5 FRAMING AND DETAILS PAGE 6 DETAILS PAGE 7 ------------- Architectural asphalt shingles and horizontal True Wood 7" Reveal siding over structural panel. Nailing schedule is 6" on ends 12" on centers 6d nails. Trusses are engineered on Bonus attic trusses 24" o.c. or optional hand framing with ridge beam and framing is 2" x 6" on 16" centers. 10' ceiling height on the main floor. Reviewed for toning Compliance by the City of Wheat Ridge Planning Division APPROVED DATE; IZ J l s / 1 COMMENTS; ('Rgg Sf) GARAGE MAIN FLOOR PLAN 3/16" = 1'-0" The first 25' est a driveway tiom the existing edge of paver2ent into the site shall be surfaced with concrete, asphalt, brick paver or similar maierial. Contact Dept of Public Works for RGW Permit 303-235-2861. NOT APPROVED AS AN INVEFhAIDENN1' DWELLING UNIT. YaMItw d monkT' — hnce a permit a opwowl of pons sprofKatiens andcontpatg6-- r' i for, or on opwowi of, any vioodar to arrci'+ • or olaw City ord■ioam. permits p—Mv to cancel the previsiaa of the &W dvv codes or other adnanm of the City shod not be valid. Landscaping removed or damaged during construction must be replaced prior to final inspection. Z CYD W E- O CD W q --i O W E U Q�w �wQ U ao� w U � � CLIENT: GABRIELVANDERSTRATEN DATE: 10/7/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY.- Y:GRAHAM GRAHAM CHRISTY, P.E. DATE: 10!712017 JOB NO. SHEET 1 OF 7 PROPOSED <� ASPHALT ' DRIVEWAY � PROPOSED ' - 15' CONSTRUCTION �� ` T O co E- N 515 � Z6 3 -CAR GARAGE } 4 ',g 441 4100 EVERETT DR 15' CONSTRUCTION WHEAT RIDGE, CO 80033 OFFSET PIN/SCHEDULE: 300026583 AIN/PARCEL ID: 39-224-09-001 LOT: 033 SECTION: 22 TOWNSHIP: 3 RANGE: 69 e0 0 SITE PLAN SCALE: 1" = 40'-0" I �w W V � N � N m CLIENT: GABRIELVANDERSTRATEN DATE: 1 onrzo1 7 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/7/2017 W 41ST "E 3 M 5 �b FA JOB NO. SHEET 2 OF 7y of iNheat Ri z PROPOSED <� ASPHALT ' DRIVEWAY � PROPOSED ' - 15' CONSTRUCTION �� ` T O co E- N 515 � Z6 3 -CAR GARAGE } 4 ',g 441 4100 EVERETT DR 15' CONSTRUCTION WHEAT RIDGE, CO 80033 OFFSET PIN/SCHEDULE: 300026583 AIN/PARCEL ID: 39-224-09-001 LOT: 033 SECTION: 22 TOWNSHIP: 3 RANGE: 69 e0 0 SITE PLAN SCALE: 1" = 40'-0" I �w W V � N � N m CLIENT: GABRIELVANDERSTRATEN DATE: 1 onrzo1 7 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10/7/2017 W 41ST "E 3 M 5 �b FA 1/5 PITCH REAR ELEVATION 1/8" = 1'-0" 5417.5_ FRONT ELEVATION 1/8" = 1'-0" Reviewed for Zoning Compliance by the r; ..F 1A71. ..,t n:J,... ni___• BY: DATE: COMMENTS: PITCH SPECIFICATIONS: -ASPHALT SHINGLES -10' TO 15' WALLS - 2X4 -(EIFS) STUCCO EXTERIOR 5427.50 LEFT ELEVATION 1/8" = 1'-0" RIGHT ELEVATION 1/8" = 1'-0" z W E- O wE, Q cc E- O W W cq W Q Z W W Cq W U 0 CLIENT: GABRIELVANDERSTRATEN DATE: 10/7/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 1017/2017 JOB NO. SHEET 3OF7 FOUNDATION PLAN SCALE: 3/16" = 1'-0" CONCRETE: 1. All slabs are to be 4" concrete over 4" gravel unless otherwise noted on the plans. 2. Anchor bolts shall be A-307 embedded 7" minimum into concrete or masonry grout. 3. All footings minimum 24" below final grade or as per local code. zco 38'-0" W M 9 V DRAIN GRATE TO EXTERIOR zC (\ W Q cc 38'-0" FOUNDATION PLAN SCALE: 3/16" = 1'-0" CONCRETE: 1. All slabs are to be 4" concrete over 4" gravel unless otherwise noted on the plans. 2. Anchor bolts shall be A-307 embedded 7" minimum into concrete or masonry grout. 3. All footings minimum 24" below final grade or as per local code. zco W M C� CD O W Q cc W >� >wQ Q (D � o Ix w Q 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 10170017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10!7/2017 JOB NO. SHEET 4 OF 7 C - CROSS SECTION SCALE: 1/8" = 1' 2X4@ 2 x 6 HEAD/E�R 38'-0" 2 x 4@ 16" O.C. (TYP) 2 x 6 HEADER 1 _ _ BACK VIEW SCALE: 1/16" = V-0" 1X16 FASCIA (TYP) WALL FRAMING SECTIONS -) 281 x 14"H z 1.75"W 2.0 MICROLLAM LVL (TYP) @Z4 " QA_ 38'-0" ` General framing: (Douglas Fir) 1. Minimum header sizes shall be according to the following table unless otherwise noted. Header sizes (single story construction) 2'-0" to 4'-0" Span 2-2x4's 4' + to 6-0" Span 2-2x6's 6'+ to 8'-0" Span 2-2x8's 8' + to 10'-0" Span 2-2x10's 10' + to 12'-0" Span 2-2x12's or as noted on plan 2. Brace all exterior walls and cross -stud partitions at each end of building and at least every 25' of length by one of the following: a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of 7/16 inch. 3. Fire stopping: a. Fireblock stud spaces over 10' in height, furred spaces, soffits, drop ceilings, cove ceilings, stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials. 4. CDX plywood is not approved where exposed to weather, i.e., roof overhangs. 5. Exterior wall framing to be 2' x4" studs at 16" o.c. Interior wall, framing at non-bearing walls to be 2' x4" studs at 24" o.c. and at bearing walls 2' x4" studs at 16" o.c. with double top plate. 6. Shear wall to be 7/16" Sheathing, see detail. 7. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place. 8. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted. IPC 9. Nailing to be per currenttfB. . unless otherwise noted. 10. All bearing partitions shall have double top plates. 11. Structural glued laminated timbers to be stamped by an approved agency. 12. Use redwood or pressure treated sole plates at all exterior walls. Roof Framing: 1. 2. 3. 4. 5 6 7 8 Fascia to be 2"x Douglas Fir For soffit size see details For spans and dimensions refer to floor plans. Trusses are to be an approved truss design from the truss manufacturer's engineer. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection. Solid blocking required between joists, rafters, and trusses over all bearing walls. Minimum header sizes shall be according to the header size table unless otherwise noted. Basis of design roof live/snow load of 40 psf, and roof dead load of 15 psf. plywood roof decking to be Min -5,, 'rthick, 04, CDX or 5/8 wafer. vr- DEC.L(/J6 MNV A4 ukEj RhFTr4 SR9ci,,jc— 1; 1(1'01C Pf/Z VIZ, rRX_ TAS bb3• t Z 9'-O'VI x 1 8"H 94"W z 1 8"H 9 0' W x 1 8 H W Co E - O w El Q -1 re 6_0.Wx -" /.'-0".. �e /Y- °'�� 2 x8 HEADER (TYP) ,0"H % F-TH ) 8%.H % ' O J FRONT VIEW SCALE: 1/16" = V-0" 38'-0" 2 x 4@ 16" O.C. (TYP) 2 x 6 HEADER 1 _ _ BACK VIEW SCALE: 1/16" = V-0" 1X16 FASCIA (TYP) WALL FRAMING SECTIONS -) 281 x 14"H z 1.75"W 2.0 MICROLLAM LVL (TYP) @Z4 " QA_ 38'-0" ` General framing: (Douglas Fir) 1. Minimum header sizes shall be according to the following table unless otherwise noted. Header sizes (single story construction) 2'-0" to 4'-0" Span 2-2x4's 4' + to 6-0" Span 2-2x6's 6'+ to 8'-0" Span 2-2x8's 8' + to 10'-0" Span 2-2x10's 10' + to 12'-0" Span 2-2x12's or as noted on plan 2. Brace all exterior walls and cross -stud partitions at each end of building and at least every 25' of length by one of the following: a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of 7/16 inch. 3. Fire stopping: a. Fireblock stud spaces over 10' in height, furred spaces, soffits, drop ceilings, cove ceilings, stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials. 4. CDX plywood is not approved where exposed to weather, i.e., roof overhangs. 5. Exterior wall framing to be 2' x4" studs at 16" o.c. Interior wall, framing at non-bearing walls to be 2' x4" studs at 24" o.c. and at bearing walls 2' x4" studs at 16" o.c. with double top plate. 6. Shear wall to be 7/16" Sheathing, see detail. 7. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place. 8. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted. IPC 9. Nailing to be per currenttfB. . unless otherwise noted. 10. All bearing partitions shall have double top plates. 11. Structural glued laminated timbers to be stamped by an approved agency. 12. Use redwood or pressure treated sole plates at all exterior walls. Roof Framing: 1. 2. 3. 4. 5 6 7 8 Fascia to be 2"x Douglas Fir For soffit size see details For spans and dimensions refer to floor plans. Trusses are to be an approved truss design from the truss manufacturer's engineer. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection. Solid blocking required between joists, rafters, and trusses over all bearing walls. Minimum header sizes shall be according to the header size table unless otherwise noted. Basis of design roof live/snow load of 40 psf, and roof dead load of 15 psf. plywood roof decking to be Min -5,, 'rthick, 04, CDX or 5/8 wafer. vr- DEC.L(/J6 MNV A4 ukEj RhFTr4 SR9ci,,jc— 1; 1(1'01C Pf/Z VIZ, rRX_ TAS bb3• t Z (D CYD CID W Co E - O w El Q -1 re O EE W W W Q W W O R' El (y) 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 10!7/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY.- Y:GRAHAM GRAHAMCHRISTY, P.E. DATE: 1077/2017 JOB NO. SHEET 5 OF 7 r. NOTE: TYPICAL DETAILS FOR SINGLE POUR CONSTRUCTION TO MEET CORNER BUILDING REQUIREMENTS. INSTALLATION GARAGES TO BE BUILT AS PER LOCAL CODE REQUIREMENTS CORNER DISTANCE FROM SIMPSON STRONG -TIE EDGE OF STRAP HPAHD TO CORNER HPAHD straps for all (ABWP) Alternate Braced Wall Panels See additional detail for all (BWP) Braced Wall Panels TYPICAL ALTERNATE BRACED WALL PANEL SCALE: N.T.S. 4" CONCRETE SLAB a` VAPOR BARRIER 4" GRAVEL BASE 4 - #4 REBAR 1/2" ANCHOR BOLT 32" O.C. 6" MIN. GRADE r,Z 12" X 24" DEEP CONT. 3"� CONCRETE THICKENED EDGE SLAB MONOLITHIC SLAB FOUNDATION OPTION SCALE: N.T.S. CDX PLYWOOD SHEAR WALL INSTALLED LEAVE 1/4" GAP @ W/ LONG DIMENSION ACROSS STUDS. EDGES & 1/8" GAP STAGGER VERTICAL JOINTS @ ENDS UNLESS PANEL SHEATHING USED AS OTHERWISE REC- CORNER BRACING W/ LONG OMMENDED BY DIMENSION PARALLEL TO STUDS MANUFACTURER SIDING MATERIAL STRUCTURAL PANEL CAN ACT AS SIDING IF OF EXTERIOR GRADE I , WALL FRAMING 10d NAILS @ 6" O.C. AT EDGES & SEAMS AND 10d NAILS @ 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE TYPICAL BRACED WALL PANEL (BWP) 1 X 16 FASCIA 02 O 02 6 5 SEE ELEV SIMPSON H1 TRUSS CLIP —2 x4 STUD @16"O.C. — 7/16" MIN STRUCTURAL SHEATHING 2 x MUDSILL 1/2"0 x 10" ANCHOR BOLT X_ EMBEDDED 7" INTO CONC. MSN ffs"w Zom ►x- TARLE $oS• 1 SHEATHING ASPHALT SHINGLE OVER 30# FELT 281 x 14"H x 13/4"W 2.0 MICROLLAM LVL @ 24" O.C. (TYP) 4" CONC. SLAB OVER 4" GRAVEL SLOPE TO OUTSIDE M I N G. N4 1c.S PV_ S NN/(,. - ���:� � • 1�:1�� I 1 �'�YY�����I�I � f•I:I�I � f-1:I:I.Y I 1 �-I�� 1 •'�:��� I��� GARAGE TYPICAL SECTION SCALE: 1/4" = V-0" O 0 Z W O wQ E-� 0c 0 xE_O V Q 5 Q � W Q ~ O (� ('7 0 CLIENT: GABRIELVANDERSTRATEN DATE: 1DmzOn DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10niz017 JOB NO. SHEET 6 OF 7 City of Wheat Ridge �� Residential Demoliti PERMIT - 201708651 PERMIT NO: 201708651 ISSUED: 10/27/2017 JOB ADDRESS: 4100 Everett DR EXPIRES: 10/27/2018 JOB DESCRIPTION: Permit for a interior demo: removing walls, kitchen, bathrooms, wood paneling ceilings, windows for full house remodel (see 201708650) aprox 1500SF garage 500SF *** CONTACTS *** OWNER (720)648-5768 GABRIEL VANDERSTRATEN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,200.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** 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 thispermit and perform the work described and approved in conjunction with this ermit. 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 erformed is disclosed in this document an or its' accompanying approved plans and specifications. /O- Signa re OWNS CONTRACTOR (Circle one) Date 1. 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 writinu and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion ol' the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grantin 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 r m nce o>sreg aril �in�,of t 's�ju indiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat �idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a-)_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: I cd Plan/Per►nit # ,Z Q� rl. 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: FM 3 Property Owner (please print): ��'� ���,, v Phone: Zo - e�;7/d,-off Property Owner Email: Mailing Address: (if different than property address) Address , State, Arch itect/Engineer: Architect/Engineer E-mail: Contractor: 6--)4.0el— Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (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 tO OTHER (Describe) x`70% -><.o -t (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.)_�1Q_ ,�iGt?D .GLr r... � �(/✓o��. .� �.�r caw /�� GJv o ol�L.��y ..oJ, y � Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2-200 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: (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ a City of Wheat -d e COMMUNITY DEVELOPMENT Official Certification of Property Owner for Trade Specific Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that 1 currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): �'u 4-.� (/ Lz'::21 --t Project Property: No#apd-ed signa`t� Applicant State of Colorado I County of I ss %4% The foregoing instrument was acknowledged by me this a% day of 1>e_2011 by TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MY COMMISSION EXPIRES APRIL 22, 2020 9 60 My Commission Expires q�a �20ab Notary Public Property Information Gabe Vander 4100 Everett Dr. Wheat Ridge 80333 CO Property Type Residential PH (720)648-5768 Prepared By EnvioCore LLC Asbestos Consulting Firm No. 21660 1685 S. Colorado Blvd Denver, CO 80124 303-GoEnvio (463) 6846 www.goEnvioCore.corn info@aoenviocore.com Conducted By Nick Hopkinson Asbestos Building Inspector Cert. No. 23887 Inspection Information Inspection Date 10/23/2017 Arrival Time 01:00 PM Report Date 10/24/2017 Inspection # 1017-27 Vander, Gabe Protocols Followed Asbestos AHERA Lab Information EMSL Analytical 1010 Yuma St., Denver, CO 80204 303-740-5700 Asbestos NVLAP Cert # 200828-0 PAGE 1 OF 17 . Core ENV IRONMENTANSPEC TION5 Limited Residential Asbestos Inspection Report 4100 Everett Dr. 1.01:ore 4 ENVIRONMENTAL INSPECTIONS Contents Definitions Key Terms Limited Inspection Summary Genera) Asbestos Purpose and Scope of Inspection General Asbestos Background Sampling Asbestos Results Reporting Asbestos Inspection Conclusion Closing inspection Photos Lab Results Inspection Certifications Xr-ore PAGE 2 OF 17 ENVIRiONMENTAA INSPECTIONS 3 3 4 4 4 4 4 4 5 5 6 6 7 8 15 16 Definitions 1. The term "Certified Inspector" shall mean individual who is identified on the first page of this Limited Inspection Report as conducting the Inspection. 2. The term "Client" shall mean the entity that has ordered the Limited Inspection on the Property on behalf of the Client. 3. The term "Limited Inspection Report" shall mean this report, which summarizes the Limited Asbestos Inspection and a Limited Lead -Based Paint Inspection, as applicable to the Property. 4. The term "Owner" shall mean the owner of the Property. 5. The term "Pro e " shall mean the building(s) or structure(s) at the address listed under Property Information on the first page of this Limited Inspection Report. 6. The terms "Work Activity" shall mean any construction, renovation, remediation, decontamination, cleanup, or other work. r\e'X, Terms Asbestos 1. Asbestos is a naturally occuring mineral. Asbestiform varieties include chrysotile, amosite, crocidolite, anthophyllite, tremolite and actinolite. 2. Asbestos abatement is the wrecking or removal of builiding materails that contain friable and non -friable asbestos fibers. 3. Asbestos abatement contractor is any person hired to conduct asbestos abatement. 4. Triable material can be crumbled, pulverized, or rendered to powder by hand pressure when dry. 5. A homogenous area is an area of surfacing material, thermal system insulation material, or miscellaneous material this is uniform in color, texture, construction, application date, and general appearance. 6. Miscellaneous material is interior building material on structural components, structural members, or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. 7. Non -friable material cannot be crumbled, pulverized, or reduced to powder by hand pressure when dry. 8. Point counting is a secondary analytical technique to verify the presences of asbestos in samples with 10% or lower asbestos. 9. Surfacing material is sprayed, troweled, or otherwise applied on surfaces, such as acoustical plaster on celilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 10. Thermal system insulation (TSI) is material tha tis applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss, heat gain, or water condesation, or for other purposes. 11. The terms "Asbestos Containing Material" or "ACM" shall mean surfacing, thermal system insulation, or miscellaneous materials that contain I% or more of asbestos. 12. The terms "Asbestos Containing Buildina Material' or "ACBM" shall mean Asbestos Containnig Materials that has been used for construction or improvement of a building or other structure. Core PAGE 3 OF 117 ENVIRONMEb —A NSRECTIONS 13. The term "Certified Asbestos Consulting Firm" shall mean any person licensed with the State of Colorado and the EPA, hired for a fee to conduct any of the folowing activities, as required by Regulation No. 8, Part B, in the State of Colorado: asbetos builidng inspection and bulk sampling; development of asbestos management plans; air monitoring for asbestos fibers; development of asbestos project designs; and, project management, as specified in Section II.J. 14. The term "Certified Asbestos Laboratory" shall mean a laboratory with accreditation from the National Voluntary Laboratory Accreditaion Program (NVLAP) to analyze bulk samples for asbestos using polarized light microscopy (PLM). 15. The terms "Damaged ACM" and "Significantly Damaged ACM" shall mean friable or non -friable ACM that has deteriorated or delaminated to the point that it has lost its bond to the substratre or has otherwise suffered crumbling, blistering, nonadhesiveness, gouging, water staining, or marring. The term "Damaged ACM" applies when 1 /10 of the entire surface has suffer damage (1 /4 if the damage is localized). The terms "Significantly Damaged ACM" shall apply when more than 1 /10 of the surface has suffered damage. 16. The term "Limited Asbestos Inspection" shall mean an abbreviated inspection by the Inspector of the components of the Property that may be subject to Work Activity. The Inspection shall investigate the presence of ACBM and shall comply with all state and federal laws, rules, and regulations. Limited inspection) Summa Y General The Client agrees to read the Limited Inspection Report upon receipt and promptly call the Inspector with questions or concerns. This Limited Inspection Report is not intended to be exhaustive in the manner of inspecting the Property and all of its building materials and components. The Inspector only inspected specific areas that may be subject to Work Activity and that are visually and physically accessible. The Limited Inspection was not a risk assessment or physical inspection of systems, structure, or components of the Property. The use of this Limited Report and its contents, in whole or in part by persons or entities other than the Client is not authorized without the written mutual consent of the Client and envioCore LLC. Asbestos The Limited Inspection Report documents the findings of a Limited Asbestos Inspection at the Property. The Limited Asbestos Inspection intended to locate ACBM in areas that might be the subject of Work Activity. The Certified Inspector performed the Limited Asbestos Inspection in accordance with the current state and federal laws at the time of inspection. r1L) inose or)ca scope oll, inspect!04 General The scope of this report included a visual inspection of all affected rooms and/or areas throughout the subject property for visible suspect ACBM and/or Lead Based Paint. This does not include any materials that were covered or hidden by walls, structures, carpeting; wood flooring, multiple layers, wallpaper, texturing, etc. However, the Certified Inspector made every reasonable effort to access and identify all suspect ACM and/or Lead Based Paint. If the scope of work changes, the Client must inform the Certified Inspector to allow the Certified Inspector to supplement the Limited Inspection Report. This Limited Inspection Report is solely a record of activities, observations, analytical results, and recommendations performed to date. Asbestos Bulk asbestos samples were randomly collected from homogenous areas of suspect ACM by the Certified Inspector. If the color, texture, construction, application date, or general appearance differs between materials or if for any reason the Certified Inspector suspects that the materials might differ in any respect, the Certified Inspector will take separate samples from each homogenous area. The Certified Inspector took PAGE 4 OF 17 ENVIRONMENTAL !NSPECTIOIu-_ representative bulk samples were similar materials, but anis does not guarantee that materials of similar appearance are of the same composition. Even similar materials are subject to uneven mixing and distribution, and random sampling can miss ACM. EnvioCore used reasonable diligence and its professional judgment consistent with industry standards in order to identify all suspect ACBM. Bulk samples were analyzed by Certified Asbestos Laboratory. Bcr.1- ,gro un d The inspector was called to the subject property by Gabe Vander, Owner. Mr. Vander was concerned about asbestos containing building materials in the affected areas of the building. Per Mr. Vander, suspect asbestos containing building materials to be disturbed in the scope of work include: The affected materials sampled: - Drywall - Insulation The affected areas include: - Dumpster The Certified Inspector and the Client understand and agree that the Limited Asbestos Inspection shall include only the above -referenced potentially affected areas. If the Work Activity later includes other areas or materials that may contain ACBM, the Client understands that the Certified Inspector will only perform a Limited Asbestos Inspection of these areas upon a subsequent engagement. S ,-nkoi n Using methods that are generally accepted in the industry, the Certified Inspector determined that it was necessary to collect 3 bulk samples from the various homogenous areas (see the Asbestos Sampling below for exact areas). All samples were submitted to Certified Asbestos Laboratory. The laboratory results are incorporated into this report. Neither envioCore, LLC nor the Certified Inspector warrants the accuracy of any laboratory results. The Client and any other parties hereby agree that envioCore, LLC and the Certified Inspector shall not be liable in any manner for erroneous laboratory results or other errors with the laboratory testing process. See Data Table (Table 1) Below for Tabulated Results along with Attached Photos (Figure 1 etc.) PAGE 5 OF 17 ENVIRpNMEN TAL INSPECTIONS �S!DeSTCS ReSUlTS Repairing � & T 3 �{' � � � a ;uae � � � ' x y � "• � n* � � �: � � � tt �r� ° , 3 r ; � e73'�.� f i 4� +�� it"rl f3 tC:E; >>!C:.t{� To r iT ND N/A N/A N/A N/A N/A N/A 4100 -DEBRIS -01 WHITE 4100 -DEBRIS -01 To DUMPSTER DRYWALL - ND N/A N/A N/A N/A N/A N/A 4100 -DEBRIS -01 WHITE 4100 -DEBRIS -02 To DUMPSTER DRYWALL - ND N/A N/A N/A N/A N/A N/A WHITE 4100 -DEBRIS -02 4100 -DEBRIS -03 To DUMPSTER INSULATION - ND N/A N/A N/A N/A N/A N/A 4100 -DEBRIS -03 GREY Table 1: Table of asbestos samples taken during inspection with lab results. ND = Non Detected, (*Could become Friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials WERE NOT found in the samples analyzed by the laboratory. The affected building materials DO NOT need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during any removal of sampled building materials. Core PAGE 6 OF 17 .V INSPECTIONS oosino EnvioCore assumes no liability for any loss, injury, claim or damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. EnvioCore makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the samples taken and locations sampled. There are no risk assessments, warranties, guarantees, or insurance available or provided by EnvioCore. Additional sampling may be needed to further identify other pollutants, or other mold/fungus affected areas inside the subject property. This report was prepared pursuant to the contract EnvioCore has with the client. That contractual relationship included an exchange of information about the subject property that was unique and between EnvioCore and its client and serves as the basis upon which this report was prepared. Because of the importance of the communication between EnvioCore and its client, reliance or any use of this report by anyone other than the client, for whom it was prepared, is prohibited and therefore not foreseeable to EnvioCore. No warranty is made. EnvioCore's liability and that of contractors and subcontractors arising from any service rendered here under shall not exceed the total fee paid by the client to EnvioCore. Thank you for the opportunity to work with you on this project. Please call at (303) GoEnvio (463) 6846 with any questions or concerns. Thank you. Sincerely, Nick Hopkinson Certified Inspector EnvioCore LLC, Environmental Consulting Asbestos Building Inspector Cert. No. 23887 - r PAGE 7 OF 17 ENVIRONMENT INSPECTIONS insQeo7lon -Rhodos t�, Figure 1 - Overview of Address f Y Figure 2- Overview of Dumpster ore PAGE 8 OF 17 ENVIACNMENTA !;C:TIONS Figure 3- Overview of Dumpster Figure 4-, Overview of Dumpster Core PAGE 9 OF 17 ENVIRONMENTAL INSPECTIONS Figure 5- Overview of Dumpsfer Figure 6- Overview of Dumpsfer PAGE 10 OF 17 ENVIRONMENTAL INSPECTIONS " C T " Figure 7- Overview of Dumpsfer Figure 8- Sample locafion #I Core PAGE 11 OF 17 EN VIRVNMENTAL INS?EC TIONS Figure 9 -Sample location #2 Figure 10- Sample location #3 i ICore PAGE 12 OF 17 ENVIRONMENTAL INSPECTIONS Figure Figure removed w Y ` a c 12- Overview of Measurements of affected popcorn ceiling removed Core PAGE 13 OF 17 ENVIRONMENTAL INSAEC TIONS "• I*` �, d ash �, 77, - 11 Overview of Measurements of affected popcorn ceiling removed w Y ` a c 12- Overview of Measurements of affected popcorn ceiling removed Core PAGE 13 OF 17 ENVIRONMENTAL INSAEC TIONS "Alt I ." I � Y., -. -77V'%� Figure 13- Overview of Measurements of affected popcorn ceiling removed Figure ........... 14- Overview of Measurements of affected popcorn ceiling removed xrrore PAGE 14 OF 17 ENVIRONMEN-I�AJ tNSPECT10- EM1SL Analytical, Inc. 1010 Yuma street Denver, CO 80244 TeVFax:(303) 740.57001(303) 741-1400 ,,, htlp:ahromx,Et,OS'�..octn i d€nv�.tat;$-=rm..Y ccan Attention: Nick Hopkinson EnvioCore Environmental Consulting ,b85 S. Colorado Blvd. Denver, CO 80222 1017-27-24100 Everett EMSL Order: 221707526 Customer ID: ENCR42 Customer PO: Project ID: Phone: (303)801-8166 Fax: Received Date: 1012312017 1:10 PM Analysis Date: 1012412017 Collected Date: 10123/2017 Test Report_ Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non•Asbestos Asbestos sample Description Appearance %fibrous %Non -Fibrous %Type 4100 -DEBRIS -1 Duanpster Debris BrownHNhite 15%Cellulose 70% Gypsum None Detected Fibrous 15% Non-fibrous (Other) 22fW526-0 01 HornpJBneous 4100-C)EBR(S-2-Plaster Dumpster Debris Tan/Pink 30% Quartz None Detected Nort-Fituous 70% Non-fibrous (Other) 21110752 1 ttgrhOBQndi;,.,, 4100 -DEBRIS -2 -Drywall Dumpster Debris BrowMWhite 20%Cellulose 70%Gvosum None bete—_.. Fibrous 10% Nora-fibrars (Other) 2217.1026-0002 Homogeneous 4100-DE8RIS-3 Dumpster Debris arownrran 98% Cellulose 2% Non-fibrous (Other) None Detected Fibrous 22170752d000J Honhogeneou9 4natyst(s) Stuart tonna I4! r ,� � Amanda tang. Asbestus Laboratory Manager or Other Approved Signatory EMSL maintains beb1Bty limited to cost or enalyais. This report retatas"to the samples reported and may nW be reproduced. exoW in full, withoutwritten apionmil by EMSL. EMSL bears rw responsMlity for sanNie collection activities or analytical method ienyations. Interpmtahw and use of test results are the responsibW orOre tient. This report must not be used by the diem to wa_.. product c�,tficabon, approval, or erMOBement by NVLAP, NIST m any agerwy efas tedemi government_ No friable mgmimtty bound matedais present a probtem matrix and ttrere DM EMSL i reoommends gravimebhc reductor prior to analyse. Samco" hon received in good cotion unless Wmi nese noted. Estimated accuracy, precean end uncorts,Wy dam availatlle upon request. Unuess requested by the dant buadrg metedals manu%cbmed with muM* layers (h.e. laateum. wallboard, etc.) are reported as a single sample. Repo" tion hs 1% Samples enaivted by EMSLAnelytrnt, Inc. Deriver CO NVLAP Lab Code 24t1=g Initial report from: 10/2012017 14:34:09 ASB_,FLM ;a0r7Q_ 0009. 1..78 Printed: 102412017 1234 PM f'CQr� PAGE 15 OF i 7 -NVIRONMENTAL INSPECTIONS PaceIo'1 fificationS or'c0jo �e H 1876 Colorado Department of PubkHealth and Environment ASBESTOS CONSULTING FIRM This certifies that envioCore Registration No.: ACF - 21660 has met the registration requirements of 25-7-507, C.R.S. and the Air Quality -Contra! Commission Regulation No, 8, Part B, and is hereby authorized to perform asbestos consulting activities as required under Regulation No 8, Part B, in the state of Colorado. Issued: January 19, 2017 Expires: January 13, 2018 seu Core PAGE 15 OF 17 EN V IRON ME NTALb IEC TIOI. # �1 A�} ;, +,� ..����L a �I�, t� r i )'t , p r � �i•,y, �}`' r4„�•t �, � +.,.. _r� , ii ;:1 47r�T Na f�. s xa�4 3 i _ a P r; �i �t7—•E�y—`f r p4' Cp�t 18761 Colorado Department of Public Health - and Environment - ASBESTOS +CERTIFICATION* == ' This certifies that Nicholas Hopldnson t<- Certification No.- 23857 has met the requirements of 25-7-507, C.R.S. and Air Quality Control L Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: r Building Inspector* Issued: August 30, 2017 Expires: August 30, 2018 t This centVcae is wrlid only with the pnsseWon ofs ` aar zW Divlslon-approved aWning coarrse eeWflcadon in the dlsd#tffe spsdjled above, the zed llPCD Raprese PAGE 17 OF 17 ='":�t l�lCNthENTAL INSPECTIONS Property Information Gabe Vander 4100 Everett Dr Wheat Ridge 80333 CO Property Type Residenfia PH (720)648-5768 Prepared By EnvioCore " - Asbestos Consulting Firm No. 21660 1685 S. Colorado Blvd Denver, CO 80124 303-GoEnvio (463) 6846 www. aoEnvioCore.com info@goenviocore.com Conducted By Nick Hopkinson Asbestos Building Inspector Cert. No. 23887 Inspection Information Inspection Date 10/19/2017 Arrival Time 03:00 PM Report Date 10/20/2017 Inspection # 1017-27 Vander, Gabe Protocols Followed Asbestos AHERA Lab Information EMSL Analytical 1010 Yuma St., Denver, CO 80204 303-740-5700 Asbestos NVLAP Cert # 200828-0 Ar PAGE 1 OF 17 ENVIRONMENTAL IN5?ECTION5 Limited Residential Asbestos Inspection Report 4100 Everett Dr f 'a. e E: ore ENVIRONMENTAL INSPECTIONS Definitions.................................................................................................................................................... 3 KeyTerms .................................................................................................................................................... 3 Limited Inspection Summary.....................................................................................................................4 Genera...................................................................................................................................................................... 2 Asbestos...................................................................................................................................................................... 4 Purposeand Scope of Inspection.............................................................................................................4 General....................................................................................................................................................................... 4 .,'kSbestos...................................................................................................................................................................... 4 3ackground................................................................................................................................................5 Sampling....................................................................................................................................................5 AsbestosResults Reporting........................................................................................................................ 6 AsbestosInspection Conclusion............................................................................................................................ 6 Closing......................................................................................................................................................... 7 InspectionPhotos.......................................................................................................................................8 LabResults.................................................................................................................................................15 inspection Certifications..........................................................................................................................16 PAGE 2 OF 17 ENVIRONMENTANCTIO .- DeTII'1ITIOr 1. The term "Certified Inspector" shall mean individual who is identified on the first page of this Limited Inspection Report as conducting the Inspection. 2. The term "Client" shall mean the entity that has ordered the Limited Inspection on the Property on behalf of the Client, 3. The term "Limited Inspection Report" shall mean this report, which summarizes the Limited Asbestos Inspection and a Limited Lead -Based Paint Inspection, as applicable to the Property. 4. The term "Owner" shall mean the owner of the Property. 5. The term "Property" shall mean the building(s) or structure(s) at the address listed under Property Information on the first page of this Limited Inspection Report. 6. The terms "Work Activity" shall mean any construction, renovation, remediation, decontamination, cleanup, or other work. phi T�-mac Asbestos 1. Asbestos is a naturally occuring mineral. Asbestiform varieties include chrysotile, amosite, crocidolite, anthophyllite, tremolite and actinolite. 2. Asbestos abatement is the wrecking or removal of builiding materails that contain friable and non -friable asbestos fibers. 3. Asbestos abatement contractor is any person hired to conduct asbestos abatement. 4. Friable material can be crumbled, pulverized, or rendered to powder by nand pressure wnen ary. 5. A homogenous area is an area of surfacing material, thermal system insulation material. or miscellaneous material this is uniform in color, texture, construction, application date, and general appearance. 6. Miscellaneous material is interior building material on structural components, structural members, or fixtures, sucri as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. 7. Non -friable material cannot be crumbled, pulverized, or reduced to powder by hand pressure when dry. 8. Point counting is a secondary analytical technique to verify the presences of asbestos in samples with 10% or lower asbestos. 9. Surfacing material is sprayed, troweled, or otherwise applied on surfaces, such as acoustical plaster on celilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 10. Thermal system insulation (TSI) is material tha tis applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss, heat gain, or water condesation, or for other purposes. 11. The terms "Asbestos Containing Material" or "ACM" shall mean surfacing, thermal system insulation, or miscellaneous materials that contain 1 % or more of asbestos. 12. The terms "Asbestos Containing Building Material" or "ACBM" shall mean Asbestos Containnig Materials that has been used for construction or improvement of a building or other structure. ��y , PAGE 3 OF 17 =-' � RCNKtEN-AL INSPECTIONS 13. The term "Certified Asbestos Consulting Firm" shall mean any person licensed with the State of Colorado and the EPA, hired for a fee to conduct any of the folowing activities, as required by Regulation No. 8, Part B, in the State of Colorado: asbetos builidng inspection and bulk sampling; development of asbestos management plans; dv monitoring for asbestos fibers; development of asbestos project designs; and, project management, as specified in Section II.J. 14. The term "Certified Asbestos Laboratory" shall mean a laboratory with accreditation from the National Voluntary Laboratory Accreditaion Program (NVLAP) to analyze bulk samples for asbestos using polarized light microscopy (PLM). 15. The terms "Damaged ACM" and "Significantly Damaged ACM" shall mean friable or non -friable ACM that has deteriorated or delaminated to the point that it has lost its bond to the substratre or has otherwise suffered crumbling, blistering, nonadhesive ness, gouging, water staining, or marring. The term "Damaged ACM" applies when 1 /10 of the entire surface has suffer damage (1 /4 if the damage is localized). The terms "Significantly Damaged ACM" shall apply when more than 1/ 10 of the surface has suffered damage. 16. The term "Limited Asbestos Inspection" shall mean an abbreviated inspection by the Inspector of the components of the Property that may be subject to Work Activity. The Inspection shall investigate the presence of ACBM and shall comply with all state and federal laws, rules, and regulations. riTea Ins !on Suri')nla, y General The- Client aarees to read the Limited Inspection Report upon receipt and promptly call the Inspector with questions or concerns. This Limited Inspection Report is not intended to be exhaustive in the manner of inspecting the Nroperty and all of its building materials and components. the inspector onry inspecTea specific areas that may be subject to Work Activity and that are visually and physically accessible. The Limited Inspection was not a risk assessment or physical inspection of systems, structure, or components of the Property. The use of this Limited Report and its contents, in whole or in part by persons or entities other than the Client is not authorized without the written mutual consent of the Client and envioCore LLC. Asbestos The Limited Inspection Report documents the findings of a Limited Asbestos Inspection at the Property. The Limited Asbestos Inspection intended to locate ACBM in areas that might be the subject of Work Activity. The Certified Inspector performed the Limited Asbestos Inspection in accordance with the current state and federal laws at the time of inspection. Purpose and SClepe of In Ispection General The scope of this report included a visual inspection of all affected rooms and/or areas throughout the subject property for visible suspect ACBM and/or Lead Based Paint. This does not include any materials that were covered or hidden by walls, structures, carpeting, wood flooring, multiple layers, wallpaper, texturing, etc. However, the Certified Inspector made every reasonable effort to access and identify all suspect ACM and/or Lead Based Paint. If the scope of work changes, the Client must inform the Certified Inspector to allow the Certified Inspector to supplement the Limited Inspection Report. This Limited Inspection Report is solely a record of activities, observations, analytical results, and recommendations performed to date. Asbestos Bulk asbestos samples were randomly collected from homogenous areas of suspect ACM by the Certified Inspector. If the color, texture, construction, application date, or general appearance differs between materials or if for any reason the Certified Inspector suspects that the materials might differ in any respect, the Certified Inspector will take separate samples from each homogenous area. The Certified Inspector took PAGE 4 OF 17 eerC ore -' ,!IACN'TA11 1N5PECTIDNS representative bulk samples were similar materials, but this does not guarantee that materials of simitc appearance are of the same composition. Even similar materials are subject to uneven mixing and distribution, and random sampling can miss ACM. EnvioCore used reasonable diligence and its profession judgment consistent with industry standards in order to identify all suspect ACBM. Bulk samples were analvzed by Certified Asbestos Laboratorv. Loc1Kground The inspector was called to the subject property by Gabe Vander, Owner. Mr. Vander was concerned about asbestos containing building materials in the affected areas of the building. Per Mr. Vander, suspect ::sbe.stos containina building materials to be disturbed in the scope of work include: The affected materials sampiea. - Insulation - Drywaii - Tile The affected areas include: - Living Roosr - Kitchen - Sun Room - Bathroom The Certified Inspector and the Client understand and agree that the Limited Asbestos Inspection shall include only the above -referenced potentially affected areas. If the Work Activity later includes other areas or materials that may contain ACBM, the Client understands that the Certified Inspector will only perform a Limited Asbestos Inspection of these areas upon a subsequent engagement. S iMP1!i ,';.,i Using methods that are generally accepted in the industry, the Certified Inspector determined that it was necessary to collect 7 bulk samples from the various homogenous areas (see the Asbestos Sampling below for exact areas). All samples were submitted to Certified Asbestos Laboratory. The laboratory results are incorporated into this report. Neither envioCore, LLC nor the Certified Inspector warrants the accuracy of any laboratory results. The Client and any other parties hereby agree that envioCore, LLC and the Certified Inspector shall not be liable in any manner for erroneous laboratory results or other errors with the laboratory testing process. See Data Table (Table 1) Below for Tabulated Results along with Attached Photos (figure 1, etc.) ,,�° ore PAGE 5 OF 17 EF: V IRONMENTALO INSPECTIONS Te esults Rer)ortIa 'n Oer"» g. <--s - -�- z - ;_-'•s ,�-S~- - i _ --•s- , �a -7'Z— a - k �, 3°_- r ° P - �`r j°-�,s x � 's�' it '#'4� �.'E '� t7+ � a'�- a �� �., • .,•w .. `' k a.r _ �, -. `' ,�.1 'x` T x*A p isi} `t _ * �" ° .{ar3s ata r '� Z"� '�k x'. � °" •' :" �, � � 4100-ID1-01 1 LIVING INSULATION - _- e 74t *sy ROOM - GREY ND N/A N/A N/A N/A 200 N/A 4100 -IDI -01 FLOOR 4100 -SMI -01 LIVING ROOM - DRYWALL - To WALL 8 WHITE ND N/A N/A N/A N/A 600 N/A 4100 -SMI -03 CEILING 4100-ID2-01 KITCHEN - CERAMIC TILE - To WALL WHITE ND N/A N/A N/A N/A 60 N/A 4100-ID2-01 4100-ID3-01 Significantly To SUN ROOM - CEILING POPCORN - WHITE 4% N/A N/A Friable Damaged Surfacing 140 4'% fillu,Q I'-,�y 4100-103-01 ACM 4100-ID4-01 CERAMIC TILE - To BATHROOM WHITE ND N/A N/A N/A N/A 80 N/A 4100-ID4-01 Table 1: Table of asbestos samples taken during inspection with lab results. ND = Non Detected,. (*Could become Friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials VVU0 found in the samples analyzed by the laboratory. The affected building materials DO need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during anv removal of sampled building materials. rAGE 6 OF 17 - - ';MEN—ALO INSPECTIONS r- Uos!l EnvioCore assumes no liability for any loss, injury, claim or damages arising directly or indirectly trom any use or reliance on this report or the opinions expressed herein. EnvioCore makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the samples taken and locations sampled. There are no risk assessments, warranties, guarantees, or insurance available a provided by EnvioCore. 4,61ditional sampling may be needed to further identify other pollutants, or other mold/fungus affected areas inside the subject property. This report was prepared pursuant to the contract EnvioCore has with the client. That contractual relationshir) included an exchange of information about the subject property that was unique and between EnvioCore and its client and serves as the basis upon which this report was prepared. Because of the importance of the communication between EnvioCore and its client, reliance or any use of this report bN anyone other than the client, for whom it was prepared, is prohibited and therefore not foreseeable to EnvioCore. No warranty is made. EnvioCore's liability and that of contractors and subcontractors arising from any service rendered here under shall not exceed the total fee paid by the client to EnvioCore. Thank you for the opportunity to work with you on this project. Please call at (303) GoEnvio (463) 6846 with any questions or concerns. Thank you. Sincerely, Nick Hopkinson Certified Inspector EnvioCore LLC, Environmental Consulting Asbestos Building Inspector Cert. No. 23887 -ore PAGE 7 OF 17 EN V IFGN ME NTq LB INSPECTIONS �oeCTjo-n Photos Figure 1- Overview of Address enyb � PAGE S OF 17 ENVIRONMENTAL INSPECTIONS Figure 3- Sample location # 1 Figure 4- Sample location #I At,r PAGE 9 OF 17 ENVIRONMENTAL IN5PECTION5 -figure 5- Sample location #2 Figure 6- Overview of Kitchen Wall PAGE 10 OF 17 q ,,ore INSPECTIONS LA. i r S Figure 7- Sample location #3 Figure 3- Overview of Kitchen Wall /Core PAGE 11 OF 17 ENVIRONMENTAL INS11-0-" Figure 9- Sample location #I Figure 10- Overt/iew of Sun Room I )Core PAGE 12 OF 17 ENV IRONME NTANSPEC T IONS Figure 1 1 - Overview of Sun Room Ceiling Figure 12- Sample location #I 'k re PAGE 13 OF 17 ENV IRONMENTACd INSPECTION= d rt Figure 13- Overview of Bathroom .� 2 Figure 14- Sample location #I ACorgi PAGE 14 OF 37 ENVIRQNMEN-ALO{NS-E=- :i . ',�SUi(S EMSL Analytical, Inc. !W0 Vu nor Street Denver, CO 80204 -4Fa :(303)740-57001(303)741-1400 t tP lihvww.EMSL.cran i denvetlab:i�.wmi, ahh mention: Nick Hopkinson rlD%ore Environmental ConsuRino -585 S. Colorado Blvd. Denver, CO 80222 1017-27 4100 Everett EMSL Order- 221707456 Customer iD: ENCR42 Customer PO: "Oct IID: Phone: (303)801-8966 Fax: Received Date: 10/19/2017 4:20 PM Analysis Date: 10/20/2017 Collected Date: 10/19/2017 a est Report: Asbestos AnabWs of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Sa Ple Description Appesrsnce manAabMas %Fibrous %Non -Fibrous Asbestos %type 41004DI-01 Insulation Broom 25%CelWlose 15% Non-fibrous (Other) None Detected Fibrous SMPAn. Wool 221 M7456 1 Hdnageneam 4100-SM1-01Sksn Ling Room Wag White 5% Ca Carbonate Nis Detected Coat Non-Rbrous 95%Na4ibrois (Other' Homogeneous 220- 41im-SMI-01-Base LWirg Room Wall Tan 30% Quartz Norse Detectec Coat Non -Fibrous 70% Pon -fibres (Other) Homogeneous 2217074564Mfl . t o-SM1-02-Waftoaper LMrg Room Ceiling Brown 98% Celkbtose 2% Non-fibrous (Other) None Detected Fibrous 221M74564WJ Homogeneous A10DSM7-02-Skim Living Room Ceiftng White 5% Ca Carbonate None Detected "bat Nan -Fibrous 95%NorF4ibrtws (Other) Kcnioganeous 2r1M7466 m M6eparsble pawt /coating layer oxhAded ire ans"m 4100 -SMI -02 -Base Living Room Cefl n0 Tan 30%Ouartz None Detected ^suet Non -Fibrous 70% Non-fibrous (Other) :1�M745soao3e 41,10 -SMI -03 -Skim Kitchen Wag Whfte/yetlow 100%Non4ibrvis (Other) None Detected .:oat Non -Fibrous :1M74ssmw Ml9ep@/ade PA t /.o.W g Royer MNi:ded M analya 4100 -SMI -03 -Plaster Kitchen Wail Tari `tSi+b-Fihro:rs 100% Non4gbrous(Other) None Detected -�s6..a9abi Homopeneo s 3100-I132-01-Cerarnir Kitchen Toe Whtte 100% Non-fibrous (Other) None Detected %t+e tVon-Fibrous •nrnc�aeneous 4100-02.01-Thinset 1 Kitchen Tile Tan 100% Non-fibrous (Other) None Dete_s hon-Fssou= 221707456-0006A HpnWpBn80lS 41004D2-01-Thinset 2 Kitchen Tle Beige 4D% Ca Carbonate None Deieew Non -Fibrous 60% Non4lbrori (Od� 221M7456-00056 tforno l(leo)R 41004D2 -01 -Grout Kitchen Tle While 20% Ce Carbonate None DeteM-, Non -Fibrous 80% Non-ftbro s (Cw- 2217074564XWSC Hmimeneoc' 4100 -02 -01 -Plaster Kitchen Tile GraylWhfte 10%Quartz Norse Detected Non -Fibrous 90% Non-fibrous (Other) _—: M74564MO5O Hornogeneous 4100 -03 -01 -Texture Popcorn Ceigng - Sun White 20% Ca Carbonate 4% Chrysotile Roam Fibres 76% Non-fibrous (Other) _-•-,-?a56riVp6 Hmhogeneous initial report from: 10720/2017 18:0237 — rt AA ; ?.- a%01 - 1.'8 Printed: 10/2012017 4:02 PM .1 -4�ore PAGE 15 OF 17 ENVIRONMENTAL IN5P`c CT'QN_ Page 1 of 2 J' ONMENTALViNSPECTIONS cob GO *,1876 Coln—In Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that Nicholas Hopkinson Certification No.: 23887 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the state of Colorado in the following discipline: Building ]Inspector* Issued: August 30, 2017 Expires: August 30, 2018 S> • This CWUcam is valid only with the possession of current Divisio"Pproved training course certification in the disdpflne sped led above. t:'AGE 17 OF 17 LIVING ROOM #2 362 x 196 ± DEMO WINDOW DEMO WNDOW BED ROOM #2 122x 1C�± MASTER BED ROOM #1 13�x 142± En DEMO SLIDER BED ROOM #3 112x1± City Of /heat Ridge DEMO WINDOW DINING ROOM 92x 11°± LIVING ROOM 132 x 192 ± Fi DEMO WALL I I zCIO C W W EgOC) DEMO — — FIREPLACE T SUN ROOM NOOK 162x226± DEMO SHELVES 72 x 72 ± � E. E--lo I DEMO 45 BED ROOM #4 — CABINETS w 196x2± DEMO UTILITY A ROOM TO 21" 1 DEMO DOOR �wQ — AND FRAME G 0 DEMO DOOR KITCHEN �—I ANDFRAME 92x 112+ LAUNDRY ROOM $= x 62 ± WALL TO BE REMOVED V \ (MATCH EXISTING \ INTERIOR FINISHES) DEMOLITION PLAN 4100 EVERETT DR. WHEAT RIDGE, CO DEMO GARAGE DOOR AND FRAME GARAGE 23° x 241 ± DEMOLITION GENERAL NOTES: 1. The Drawings show general intent of demolition work. Not all components and items have been indicated. Whether indicated or not, all existing impediments to new construction shall be removed. The Contractor shall visit the project site, review all documents and perform all demolition work as necessary for a complete project, ready for new construction. 2. Notwithstanding Paragraph 1 above, do not remove any existing component indicated to be removed if it becomes apparent during the demolition work that removal of such component might impair the structural integrity of the existing building. In the event that the Contractor discovers that an existing building component which has been indicated to be removed might impair the structural integrity of the building, the Contractor shall contact the Architect immediately for further instructions and engineers analysis. 3. Contractor shall be responsible for providing adequate temporary supports and bracing to ensure the structural stability of the existing structure during demolition. 4. Do not drill or cut existing floor joists, beams, columns, or other structural elements, unless specifically indicated. 5. Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to adjacent finishes, structure, other facilities, and persons. 6. Reuse, store, or discard all plumbing fixtures, lighting fixtures, casework, fixed furniture, doors and windows indicated to be removed as directed by the Owner. (For bid purposes, allow for removal of the above items from the site, but verify with Owner before actually doing so). 7. Where permanent removal of existing millwork, casework, cabinetwork, accessories, equipment or furnishings is required and previously concealed surfaces are to remain exposed, patch previously concealed surfaces to match adjacent exposed surfaces. Where such surfaces are scheduled to receive new finishes, prepare the surfaces to receive new finishes. 8. Where cutting of existing surfaces or removal of existing finishes is required to perform the work under this contract, and a new finish is not indicated, fill resulting openings and patch the surface after doing the work, and finish to match adjacent existing surfaces. 9. Contractor shall provide a smooth transition between existing conditions to remain and new construction. Contractor shall be responsible for repairing, patching, and matching any damaged area caused by the work under this Contract. 10. Do not disturb any asbestos containing materials on the job -site without written consent of the Owner. Contractor shall notify the Architect immediately should any asbestos containing existing material be found on the job -site which may interfere with new construction or demolition operations. 11. Remove all debris from demolition operations from the project site, and dispose of such debris in a manner in conformance with all applicable governmental regulations and ordinances. City of W heat R COMMUNITY DEVELOPMENTk APPROVED Reviewed for Code Compliance /D Plans Examiner /aid l r of oarnnnit. nw issuance of o permit orapproval of pons spedficotians ondcompatatrons shall not be o permit for, Mon approval of, any violation to any oldie provisions of the building code or ofony City ordinances. PennRs pnesu b" to glut auNwrlry to vialattt of coned Me provisions; of the Suildhq codes or ~ ordinances of the City shall not be valid. o n o t, cA DEMO========== 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 1023/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10232017 A10 DEMO PLANS SHEET 3OF10 zCIO CEJ W W EgOC) 0 � E. E--lo U 45 W W w W NW W �wQ G 0 �—I V 0 CLIENT: GABRIEL VANDERSTRATEN DATE: 1023/2017 DRAWN BY: JUSTIN GUTIERREZ CHECKED BY: GRAHAM CHRISTY, P.E. DATE: 10232017 A10 DEMO PLANS SHEET 3OF10 ;'''''''''''''''~~~''''''''''1'''''''''''''1!1~''"''r~'..."".'"""",',"'f"~'''''"'"''''f.' 'Y",<'ffi'"",""'0."",","~,,,.'.'.',",""",,,,,"","","W,..,l"."""""" "".'.'?""'''''''~''''''?'''''''''''''r.""""",,,...,, ...''' ' DEPARTMEI\IT OF Pl-ANNING AND DEVELOPMENT Building Permit Number: 5747 BUILDING INSPECTION DJVlSION .235.2855 CITY OF WHEAT RIDGE Date: 8/28/97 7500 WEST 29TH AVENUE WHEAT RIDG.E, CO 80215 Property Owner: Property Address: 4100 EVERETT DR Contractor Licell$e No.: 17590 Company: C J Roofing Co. Phone : 431-0599 Phone: 394-2802 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I heroby certify tlla1ihe'8IO\b8ck d~nceslllllPosed by this permR application are accurate. and do nol violate allilJicable orclillari_, rules or regulations of the City of Wheal Ridga or covanants. ~i'lts or restriCllorts of ~: that aU measuremenls shown, andsllegalions made are accu~; tllatl h8Vll ~ snd~to abids bY all conditions printed on this application, and thall_ume fult~$ '. for co,,!!,roance with the Wheat Ridge Building ::~~::;=:=~1~u::~th~~~~'11 ConstnJctlon Value :' . Pennlt Fee : Plan Review; Fee: Use Tax: Total: $3,267.00 $88.00 $0.00 $39.20 $127.20 Description: REROOF BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Occupancy : Walls: Roof: Stories: Residential Units : I;leclrical Ucense No : Company: Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval: . Expiration Date: Approval: . Expiration Date: Approval: . (l} This ponnIt Y!lis Issuadtn~nce Wl1h ths provlalons set IOt1llIn yopur ."pIIclItIOn and I$._to ths _ 01 the sma 01 Colorado and to the ZOnIng RegUI_ and lluUdino <;ode 01 Vvl1e8t Ridlle, CoIorsdo or any other _Icliblo OIVlnances 01 the City. (2} This """"" ShillSxplroa W\Il8 work _Is not commenced Wl1hln slxty (60) days from Issue _ or (B) the building _Is suopended or abendonild lOt a=.=s. (3) If this peIn1ft 0><pIres. 0 new may be aoquilOd lOt a tea of ona-haIl the amount normally requlnld, provided no changes hava been or will be made in tho orIglnalplan$and. . ,ndany suspension or abandonment has nOt exceeded one (1) year. tf changea are made or tf suspension or abandOnment ex_s ona IHy-. fuAfeas shiH be psId lOt a now permit (4sl No WOI1< of lOnY _ Shalf be dona that win change the natural _ ofwataf calJSl!1lla dralnaga problem. ( Contractor shOll notify ths Il\ltldino InSpaclOr twanty.lour {24} houra In advance for a1I,nspactions and shall raceIYe wrItlan approval on inspaction card -.. proceedNngwfttuucr::usjwJ)hMes otthe tab, . . Tha Issuance of. peIn1ft or the approval of drawings and speclfk:ations shan not be construed to be a permit for. nor an epptOVaI of. any violation of tha provIslons bulkfino codes or Olhet ordinance, law I rule or regulation. reA hief Building Ill$pector THIS PEftMlTVALID ONLY WHEN SIGNED BY THE CHIEF BUILI)ING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number. Date. &0 Property Owner: IOrY7 J--annoiU ~a.1- rid .eo?o<l:33 Property Address: J/ I()() gL!er~f d... oJ - SR Phone 4.31- CE:JA Contractor License No. '/75"0. :. '. Company: C.s. /Leo P 'n~ ~Q1nrCl-(l~ Phone :3Cjf../.- z:i?O.;J "?'tgg C. 4'5~ "nU~tJ. /Cf) ./)e(JJercoe!oZJl.., OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value Permit Fee. 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 allegatlons made are accurate: that I have read and agree to abide by aU 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. Use Tax. (OWNER)(CONTRACTOR) SIGNED Description: le<'\<" o~ \k,\ v'o<~,~ DATE L-<__yer "..\C 'S\....c.\:" sl..:~~e,> 0'" I sect: c ~ c:k Q.",..];, ,; "- . BUILDING DEPARTMENT USE ONLY Total: t I ",cto..\ \ ",^OC~',.l(;..,-, \ ell 0+ S\.-cJ~e ,>,^" :"', \ "" \~ :"t',l, JJr"~.JII!llr )11_'" Approval: Zoning: :);" ' J'r ';:'lJl1)l '15 Approval : ~'r~Ni~LEIm-lIf!J: Approval: Occupancy: Walls: Roof: Stories: Residential Units. Electncalllcense No : Company. Plumbing license No Company: Mechanical License No . Company: Expiration Date: Approval: --11 .er."s~.qulflj!,ti!il8'1 Expiration Date: Approval: :JI PlllhsRilqulred Expiration Date. Approval. ..:i Prans Rilqulrild (4) :5) 16) 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 10 the Zoning Regulations and Building Code of \iVheat Ridge, ColoradO or any other applicable ordinances of the City ThiS permit shall expire If (A) the work authOrized IS not commenced wlthm SIXty (60) days from Issue date or (B) the bUilding authoflzed IS suspended or abandoned for a period of 120 days 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 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 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 inspec\lons and shall receive wntten approval on Inspection card before proceedling with successive phases of the Job The Issuance of a permit or the approval of drawings and specifications shalt not be construed to be a permit tor, nor an approval of, any vlolallon of the provISions ot the bUilding codes or any other ordinance. law. rule or regulation (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-593324 HOURS PRIOR TO INSPECTION 7:17 rlU:-npo t::t- ta3 brl