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3500 Gray Street
CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '"' � ��- ^� V) 0, Job Address:�� Permit Number: ao\ci o 0C�k yi ❑ No one available for inspection: Time UH )' AM/PM 1 Re -Inspection required: Yes (Noy When corrections have been made, schedule for re -inspection online at: h ttp://www. ci. wheatridge. co. uslinspection Date:1 �, t 5 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: Time``',. ;AM/PM Re -Inspection required: Yes �(Nd When corrections have been made, sc edule for re-inspectiontof'►line at: http✓/www.ci. wheatridge.co. usfinspect on 1 Date4,t • W Inspe � P 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: U r n - f Permit Number: C �r 0 J No one available for inspection: Time) AM/PM Re -Inspection required: i /"Ye5s No ."- When corrections have been made, schedule for re -inspection online at: http://Www.ci. wheatridge.co.uslinspection Date: I Inspector: DO NOT REMOVE THIS NOTICE A http✓/www.ci. wheatridge. cau i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (11�.®. p Job Address: , cc) Permit Number: _T�T Dated li e CITY OF WHEAT RIDGE V, Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1, Job Address: Permit Number: 4 IJ No one available for inspection: Time ---k a AM/PM Re -Inspection required: Yes 7No) When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date:_\ \ I- ' � C -! —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: c, 1y ❑ No one available for inspection: Time _ `" AM/PM Re -Inspection required- Ye No When corrections have been made, schedule for re -inspection online at: http://www.cL whea tridge. co. uslinspection Date: 16 rn ' Gt 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: 0 (7--jr n <"V Permit Number: \(-_ ❑ 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: � '° c Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: JD 3 K"`yA C 1(c. Job Address: 6r.,,y S4. Permit Number: �O(� 0.1.div V. ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Vo When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usrnspection Date: Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: � e-ily,-\ P �- \,)N h 12 me Job Address: c.) (-q,/ Permit Number: o e) 0 1 tiN U -- U No one available for inspection: Time AM/PM Re -inspection required: (YOV No When corrections have been made, schedule for re -inspection online at: httpYlwww.ci. wheatridge. co. uslinspection Date:— I L> Inspector: DO NOT REMOVE THIS NOTICE N City of Wheat Ridge Residential Remodel PERMIT - 201902014 PERMIT NO: 201902014 ISSUED: 10/09/2019 JOB ADDRESS: 3500 Gray St EXPIRES: 10/08/2020 JOB DESCRIPTION: SWO Interior remodel to include kitchen (adding additional cabinets), basement bathroom (add walls, vanity), replace all interior doors; create mechanical room/replace furnace, update electrical, update plumbing, update porch covers *** CONTACTS *** OWNER (303)667-0647 GOODBROTHERS VENTURE LLC GC (303)515-0177 JASON MYERS 190278 ODYSSEY CONSTRUCTION GROUP SUB (303)875-3500 KEVIN MCGEORGE 080195 MCVOLT ELECTRIC LLC SUB (303)522-3872 LUIS MORGAN 110057 PROLINE PLUMBING LLC SUB (720)281-5428 KENNETH FRITZLER 100278 K&L MECHANICAL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 60,000.00 FEES Total Valuation 0.00 Plan Review Fee 526.53 Use Tax 1,260.00 Permit Fee 810.05 Investigative Fees 810.05 ** TOTAL ** 3,406.63 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Remodel PERMIT - 201902014 PERMIT NO: 201902014 ISSUED: 10/09/2019 JOB ADDRESS: 3500 Gray St EXPIRES: 10/08/2020 JOB DESCRIPTION: SWO Interior remodel to include kitchen (adding additional cabinets), basement bathroom (add walls, vanity), replace all interior doors; create mechanical room/replace furnace, update electrical, update plumbing, update porch covers 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. I further attesf that I am legally authorized to include all entiti named, within this document as parties to the work to be performed and that all work to be performed is disclosed in this documentnd/ox its' accompanying approved plans and specifications. —I� Sign9t'ur'e,of OWNEfRC 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 originalpermit tee. 3. If this pen -nit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applt ble code or an rdinance 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 W heat j�dge COMMUNITY DEVELOPMENT Building & Inspection Services 1 1 7500 W. 29th Ave., Wheat Ridge, CO 80033 l� 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: Plan/Permit # Plan Review Fee: [ _ ` �3 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** /'ZIP! 9®Z.IZ JACOB 5A/1^GiEPi, 3o3 -1x70- 9173 Property Address: �3 S(�0 (,,,>'-&y '�5 f .a JAk[iNCOLOIZADt)k)OUTLadK.coM Owner (please print): /���w� Sarl �--o©�6-0 � " h neV: Property Owner Email: /' i Lt+�'G,v� i a ir°►'1 arltr� ��j-y^�u, �(�`�I Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: S cc City, State, Zip: � sctwl �e J r - ISS 6 Ct2w'0141"14 07M611 ArchitectlEngineer E-mail: ' l�1�o�,�lrr�.'Cl'.,rcon, Phone��-�a 3 2.71 4443 q- 0&5A,,61 ,5:o94 A-3o3-il( - 6474 Contractor Name: City of Wheat Ridge License M Phone: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print):1VI&r2,r�s 5e44,&eu mo JIKcA Sen,B,,Liy Phone:303 �7 661-J7 CONTACT EMAIL(p/easeprint):MkRC=uSHi(1HtAAIZk4IS8GA,41L,rte., ANDJr_1„yLoLorusby(i0u7reek,, m 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 # 644-7 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. AMG i moui o� j7`�M4j i�C p4Q�l/kuC[f �/�, w (�z�� - vocc3� ���M ► SIa�S �fYTit voar� S 5A� �YvuT ADD VANr TH Y 't o $5�� ppr4 NF- w W' AJ -Da 1AJS — N,E W Fc, JPOATL�- 1Ly�cTs +tkL Sq. FULF VNCHAP(iEO aLun5iW,� _ � AAr PoQ-cA Cava ADD SIN 41-5 To 14m -r 9-3 DDD In+A�0-S Avovm) v At LfIjAW BTUs N 200 021 54, 000iaallons J NC "ANG+C D Amps UNcrANSquares 0"""""` 0 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) 00,000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED R PRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name). DATE: Printed Name: ACC S SQMF,,a1Zfi DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:_ CONSTRUCTION TYPE: r + Reviewer: BUILDING DEP ENT C MME S: Reviewer: lit M PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: EST. 1965 CONSULTINO "", E ENGINEERS 387 CORONA STREET #534 1 DENVER, CO 80218 I PH: 303-279-4663 September 18, 2019 Attention: Mr. Marcus Samberg Re: House at 3500 Gray Street Report No: CD53347 10(qnoly 9� ao�dol9 In accordance with your request, I visited the property at the above location on September 12, 2019 to review the roof edge support columns/struts at the front and rear porch overhangs to determine if the existing assembly is structurally adequate to support the loading conditions required by current building codes. These components were reviewed without regard to other components or systems of the property. Following is a report of my findings: The property is a Ranch style house (west facing), built for single-family occupancy. Exterior sidewalls appear to be frame concrete block with exposed brick surfaces. Front (west) Roof Overhang The roof above the front door projects out over the front stoop and is reportedly supported by rafters that bear on a double (2) 2x6 beam that spans in the north -south direction. I understand that decorative steel lattice corner columns previously provided support of the bearing beam but were removed as part of the on-going renovation to the property and replaced with 4x6 cedar posts that are mechanically attached to the decorative stone on top of the porch slab. Page 1 �'a ILS �vhQarR;a glal iq 3500 Gray Street - Samberg HIE Job No. CD53347 Upon review/analysis, the existing configuration at this location is not structurally adequate. As such, the following components need to be installed: 1. The existing bearing beam needs to be replaced with a new built-up bearing beam, consisting of a double (2) pressure treated 2x6 (DF/L #2 or better) that extends beyond the concrete stoop to allow for installation of the columns fully outside of the footprint of the front stoop. The full clear span of this member shall not exceed 10'-0". a. The members of the new built-up beam need to be fastened together using two rows of 16d nails (.162" x 3'/2") at 12" O.C. each side. Construction adhesive needs to be applied between each ply of the beam prior to installation of mechanical fasteners. b. The new built-up beam needs to be installed such that all roof rafters above bear directly on top of the new built-up beam. Each rafter needs to be mechanically attached to the new built-up beam using a Simpson hurricane clip. 2. Each end of the new built-up bearing beam at this location needs to be supported with a single (1) Western Cedar 4x6 (#2 or better) that spans from the bottom of the existing bearing beam to the footing described below. 3. Each of the new columns needs to be supported at the base by a 12" diameter concrete caisson (formed within a Sonotube) that extends to a depth no less than 36". a. The concrete shall have a compressive strength of 4,OOOpsi or greater. b. Embedded reinforcement to consist of: i. Three (3) #3 bars vertically for the full height of the caisson ii. One (1) #3 bar horizontally at 12" O.C. for the full height of the caisson iii. Rebar cover to be no less than 3" c. Simpson PBS46 Post Base to be cast into the concrete caisson to mechanically attach the new column to the concrete caisson at the base. The post base needs to be installed in accordance with manufacturer requirements/recommendations. 4. Each of the new columns needs to be installed directly under the existing beam and needs to be mechanically attached to the beam at the top in a manner that provides lateral support in both directions. Simpson post caps or Engineer approved equivalent expected at the top of the column. % or Wheat Ridge Page 2 3500 Gray Street - Samberg HIE Job No. CD53347 Rear (east) Roof Overha The roof above the rear door projects out over the existing stoop and is reportedly supported by rafters that bear on a double (2) 2x6 beam that spans in the north -south direction. Currently, this overhang is supported by single (1) 4x6 cedar struts that are mechanically attached to the adjacent exterior wall assembly and bottom side of the beam at the top. Upon review/analysis, the existing configuration at this location is not structurally adequate. As such, the following components need to be installed: 1. Each end of the existing bearing beam at this location needs to be supported with a single (1) Western Cedar 4x6 (#2 or better) that spans from the bottom of the existing bearing beam to the footing described below. 2. Each of the new columns needs to be supported at the base by a 12" diameter concrete caisson (formed within a Sonotube) that extends to a depth no less than 36". a. The concrete shall have a compressive strength of 4,OOOpsi or greater. b. Embedded reinforcement to consist of: i. Three (3) #3 bars vertically for the full height of the caisson ii. One (1) #3 bar horizontally at 12" O.C. for the full height of the caisson iii. Rebar cover to be no less than 3" c. Simpson PBS46 Post Base to be cast into the concrete caisson to mechanical) -attach the new column to the concrete caisson at the base. The post base ne s ta,i g, installed in accordance with manufacturer requirements/recommendations y heat Rid9e Page 3 3500 Gray Street - Samberg HIE Job No. CD53347 3. Each of the new columns needs to be installed directly under the existing beam and needs to be mechanically attached to the beam at the top in a manner that provides lateral support in both directions. Simpson post caps or Engineer approved equivalent expected at the top of the column. All work needs to be completed in direct accordance to the 2012 IRC, as amended by the City of Wheat Ridge, and any/all other applicable building codes. If any questions arise during construction, or conditions that differ from those that were visible at the time of the review are encountered, the engineer needs to be contacted immediately prior to continuing work. All dimensions are approximate and need to be confirmed prior to the start of work. The contractor is responsible for all temporary shoring of load bearing components throughout the duration of this project. This review was limited to the present condition of the visible items discussed above and is not a prediction of the future behavior of the building components. This report is for your exclusive use. No guarantee or warranty explicit or implicit is offered as part of this review. In addition to this report, any verbal communication with the engineer at the time of this site visit is also a vital part of this review and is information that you should consider. Any written or verbal information provided by HIE Consulting Engineers, including this report, is for the benefit and exclusive personal use of the client(s) expressly stated above, no other person is entitled to rely upon this information. When I can be of further assistance, please contact my office. Prepared by: PPC Anthony Eulberg, P.E. Structural Engineer Page 4 Michael Kolesar, P.E. Structural Engineer C" 61 wtheat Ridge roED ENVIRONMENTAL CONSULTING V1 LIMITED ASBESTOS INSPECTION REPORT 3500 Gray Street Wheat Ridge, CO 80212 9/4/2019 Prepared for: New Customer Jacob Samberg 7550 Frog Hollow Lane Evergreen, CO 80439 720-626-0974 jakeincolorado@hotmail.com Prepared by: BuildSafe Environmental, LTD CDPHE Asbestos Consulting Firm # ACF - 25602 303 S Broadway, Unit 200-239 Denver, CO 80209 Contact@BuiIdSafeEnviro.com (720) 598-0600 303 S BROADWAY, 200-239, DENVER C❑ BO209 C- Tya ev healRloge WWW. BUILDSAFE ENVIRO.COM Table of Contents Section 1 Inspection Project Summary 1.1 Homogenous Areas in Work Scope Table 1.2 Summary of Asbestos Samples & Laboratory Results Section 2 Results and Recommendations 2.1 Post -Renovation Asbestos Containing Materials Notice (if identified) 2.2 Photo Log of Asbestos Containing Materials (if identified) Section 3 Project Overview Section 4 Asbestos Inspection Procedure 4.1 Suspect Asbestos Containing Building Materials 4.2 Sampling and Laboratory Analysis Section 5 Conclusion 5.1 Limitations Appendix A - Laboratory Report and Chain of Custody Form List of Acronyms ACM Asbestos Containing Materials G Good D Damaged SD Significantly Damaged F Friable NFI Non -Friable Category I NFII Non -Friable Category II NA Not Analyzed ND None Detected EA Each LF Linear Feet SF Square Feet Trace 51% by Point Count or Composite ACM ACM (>1% asbestos) ID Homogenous Material Identifier TAT Turnaround Time for Lab Results Homogenous Material Types - Reference List Surfacing Material TS Textured Surfacing PL Plaster CMS CMU Sealant SOF Spray -on Fire Proofing Thermal System Insulation DT Duct Tape/Wrap PI Pipe Insulation Miscellaneous BBA Baseboard Adhesive CA Carpet Adhesive CDW Composite Drywall CT Ceiling Tile DW Drywall FTM Floor Tile Mastic MA Miscellaneous Adhesive MS Miscellaneous Sealant OT Other Material RSG Roof Shingle RSH Roof Sheeting RSL Roofing Sealant SVF Sheet Vinyl Flooring �AI�'"yM WG Window Glazing Section 1 Inspection Project Summary Job ID: 190828-5 Date: 8/28/19 + 9/3/19 Client: New Customer Name: Jacob Samberg PROPERTY DETAILS Site Address: 3500 Gray Street Wheat Ridge, CO 80212 Property Type: SFRD Inspector: Blake Weise CO. Cert #: 17817 Build Date: 1950 Reno. Dates: N/A INSPECTION DETAILS Service Type: Limited/Renovation ACM AHERA/Reg 8 Reason: Remodel Service Scope: Partial Renovation Affected Areas: Main Ivl kitchen, living room, and stairwell. All other materials of have been added as we understand it. Potential Spill Identified? Yes Damaged Suspect ACMs Quantity: 85 SF Scope Notes: Test materials which have been affected in the remodel. Stop work ordered by city of Wheat Ridge. SAMPLE NOTES Laboratory: Reservoirs Lab TAT: Next Day NVLAP #: 101-896-0 # Samples: 9 1.1 Homoqenous Areas in Work Scone Table Material ID Code* # of Material Functional Samples Description Space(s) Quantity in Scope 1 TS 3 Off white sponge texture PL Living room 30 SF Dist 2 TS 3 Off white light orange peel txt PL Kitchen 50 SF Dist 3 TS 3 Off white orange peel texture PL Stairwell 5 SF Dist 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 a 1.2 Summary of Asbestos Samples and Laboratory Results Sample Code ID Bulk Sample Locations Material Condition Friability Category Analytical Results TS 1-1 1 Living room, E wall, 15' f N, 2' up D F ND TS 1-2 1 Living room, E wall, 15'f N, 6' up D F ND TS 1-3 1 Living room, E wall, 5' f N, 3' up D F ND TS 2-1 2 Kitchen, 2'f N, 4" f W, 4' up D F ND TS 2-2 2 Kitchen, 6" f N, 4' f W, 4' up D F ND TS 2-3 2 Kitchen, 2'f N, 4'f W, 4' up D F ND TS 3-1 3 Stairwell, N wall, 1' f E, 9' up D F ND TS 3-2 3 Stairwell, S wall, T f W, 6' up D F ND TS 3-3 3 Stairwell, S wall, 2'f W, 8' up D F ND %of Wheat Ridge Section 2 Results and Recommendations No asbestos -containing building materials have been identified within the affected area(s) of the Site Address (see Section 1 of this report for limited scope of inspection and affected areas). Please work safely and if any additional materials are discovered that are not listed in the "Homogenous Areas in Work Scope" table, please contact BuildSafe prior to disturbing these materials. According to federal and state regulation, any materials that have not been sampled by a State -certified Asbestos Building Inspector and analyzed by an AIHA-accredited laboratory must be assumed asbestos containing, regardless of the year of construction/renovation. Any work performed on asbestos -containing building materials and/or trace asbestos -containing building materials is subject to OSHA regulations, including but not limited to: hazard communication, asbestos construction industry, general construction industry, and respiratory protection standards. Worker exposure assessments are part of the asbestos construction industry standard and include excursion limits and 8 -hour time -weighted permissible exposure limits which, if exceeded, may require additional engineering or administrative controls to properly protect workers engaged in activities that may damage or disturb materials which contain asbestos. Section 3 Project Overview BuildSafe Environmental, Ltd. (BuildSafe) was contracted by the client to perform a limited repair/renovation specific asbestos inspection (inspection) at the above referenced "Site Address". The inspection was conducted by an Environmental Protection Agency (EPA) accredited and Colorado Department of Public Health and Environment (CDPHE) certified Asbestos Building Inspector. The inspection was performed at the direction of the client and only includes those materials, locations, and quantities specified in the "Homogenous Areas in Work Scope Table". The client is planning repair/renovation activities that will disturb suspect Asbestos Containing Building Materials (ACBM) within the repair/renovation affected areas at the Site Address. CDPHE Air Quality Control Commission Regulation No. 8, Part B — Asbestos (Reg 8) requires that all suspect ACBMs be properly inspected and sampled by certified personnel prior to conducting any repair/renovation activities that will disturb the suspect ACBMs. All samples were analyzed by a laboratory accredited under the National Voluntary Laboratory Accreditation Program (NVLAP). The CDHPE has established the following trigger levels for different types of properties, which specify how suspect and confirmed ACBMs are inspected and subsequently abated: • With regard to single-family residential dwellings (SFRD), the trigger levels are 50 LF on pipes, 32 SF on other surfaces, or the volume equivalent of a 55 -gallon drum • With regard to all areas other than SFRDs, the trigger levels are 260 LF on pipes, 160 SF on other surfaces, or the volume equivalent of a 55 -gallon drum The purpose of the inspection was to identify, visually inspect, and sample all suspect ACBMs, at the direction of the client, which may be disturbed during the course of the repair/renovation work. CRY or Wheat Ridge Section 4 Asbestos Inspection Procedure The inspection procedure was conducted in accordance with EPA Asbestos Hazard and Emergency Response Act (AHERA), the EPA Pink Book, CDPHE Reg 8, and applicable Occupational Safety and Health Administration (OSHA) guidelines and regulations. These regulations specify requirements and protocols for conducting asbestos inspections, sample analysis, and asbestos abatement. 4.1 Suspect Asbestos Containing Building Materials Homogenous Material Types The inspection involved identification and sampling of suspect ACBMs in the areas established by the client that would be part of the scope of work. Suspect ACBMs were grouped into homogenous materials based on color, texture, and date of application. Homogenous materials were given distinct codes (CDW01, FTCO2, TS05, etc.) based on the type sequence of the homogenous material. Details about the size, color, condition, friability, quantity, location within each functional space and other important details for each homogenous material were reported as part of the inspection. Homogenous materials are grouped into one of three categories based on intended use: 1. Surfacing Material — material that is sprayed on, troweled on, or otherwise applied to surfaces, such as acoustical plaster on ceilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 2. Thermal System Insulation — material applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss or gain, or water condensation, or for other purposes. 3. Miscellaneous Materials — 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. /1r prof Wheat Ridge Homogenous Material Friability Each homogenous material was given one of the three following friability categories defined by the EPA and CDPHE: 1. Friable Material — materials that can be crumbled or reduced to powder by hand pressure. 2. Category I Non -friable Material — materials that cannot be crumbled or reduced to powder by hand pressure including resilient floor coverings, gaskets, packing materials and asphalt impregnated roofing materials. 3. Category II Non -friable Materials — all other materials that cannot be crumbled or reduced to powder by hand pressure that do not include category I non -friable materials. Homogenous Material Condition Each homogenous material was given one of three condition categories based on visual observation defined by the EPA and CDPHE: 1. Good Condition — No visible signs of damage were observed during the inspection. 2. Damaged Condition — Visible signs of damage less than ten percent spread over the entire material or twenty five percent localized. 3. Significantly Damaged Condition — Severe damage greater than ten percent spread over the entire material or twenty five percent localized. 4.2 Sampling and Laboratory Analysis Sample Collection Bulk samples of each suspect homogenous material were collected randomly throughout the homogenous material area within the scope of work. Bulk samples were sampled all of the way through the material so that all associated layers within each homogenous material are represented. Bulk samples were placed in closeable sample bags and then labeled with a permanent marker with distinct sample identifiers (e.g., CDW1-1, FTC2-1, MISC2-3, etc.) for transport to the laboratory. Sample locations and photogrUofthe homogenous materials were also collected at this time during the inspection. Sample quantities of each homogenous material were collected based on material type and quantity detailed in the following table as required by regulation: Homogenous Material Minimum Number of Quantity Type Samples 0 to <1,000 SF 3 Surfacing material 1,000 to 5,000 SF 5 >51000 SF 7 Each Material 3 Thermal System Insulation Patch < 6 LF, SF 1 Miscellaneous Material Each Material 2 Laboratory Sample Analysis Bulk samples were submitted to the laboratory along with a completed chain of custody form to the above listed NVLAP accredited laboratory for analysis by polarized light microscopy (PLM) techniques per EPA methodology (EPA -600/M4-82-020, Dec. 1982) Microscopic visual estimation was used in obtaining the percentage of asbestos within each layer of the bulk samples. Asbestos Containing Building Materials EPA and CDPHE both define an asbestos containing building material (ACBM) as a material which has an asbestos content of greater than one percent. In the event that a friable material is estimated to contain "trace" or between zero -to -one percent, that material must undergo a point -count analysis by the laboratory to confirm that the material is trace asbestos -containing. Further, if a point count analysis is performed on a bulk sample, the point count result takes precedence over the visual estimation result. See appendix A for laboratory report and chain of custody documents. City o'r Wheat Ridge Section 5 Conclusion BuildSafe has performed a limited repair/renovation specific asbestos inspection of the home/facility located at the Site Address. Through visual inspection and laboratory analysis of bulk samples collected at the Site Address, BuildSafe recommends hiring a certified general asbestos abatement contractor to remove any ACBMs that may have been identified within the scope of work. All inspection activities were conducted at the direction of the client and only include those materials, quantities and locations detailed in sections 1 and 2 of this report. See sections 1 and 2 of this report for information regarding inspection scope of work, suspect ACBMs, confirmed ACBMs, sample information and laboratory analysis results. 5.1 Limitations General Comments and Limitations Reasonable effort was made by BuildSafe to locate and sample accessible suspect ACBMs within the scope of work. However, for any structure, the existence of unique or concealed suspect ACBMs is a strong possibility. BuildSafe only inspected and collected suspect ACBM bulk samples in the repair/renovation areas at the direction of the client. This limited repair/renovation asbestos inspection report is not considered a comprehensive asbestos inspection report and is only valid for the materials and locations detailed in sections 1 and 2 of this report. Should further repair/renovation work expand outside of materials and locations listed in sections 1 and 2 of this report, those locations must be properly inspected and sampled by qualified personnel prior to disturbance of suspect ACBMs. Any subsequent abatement of ACBMs must be performed in accordance with all federal, state and local regulations pertaining to abatement, transport, and disposal of ACBMs. City of Wheat Ridge The asbestos inspection was conducted in a manner consistent with the level of care and skill exercised by professionals of the asbestos inspection profession. The results, findings, conclusions and recommendations expressed in this report are based on conditions observed during our limited inspection of the repair/renovation areas. The information contained in this report is relevant to the date on which this survey was performed, and should not be relied upon to represent conditions at a later date. This report has been prepared on behalf of and exclusively for use by the client for specific application to the project as discussed. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. BuildSafe does not warrant the work of regulatory agencies, laboratories or other third -parties supplying information which may have been used in the preparation of this report. No warranty, express or implied is made. Sincerely, Blake Weise BuildSafe Environmental, LTD 303 S Broadway, Unit 200-239 Denver, CO 80209 970.389.5572 Blake@BuildSafeEnviro.com chy of Wheat Ridge Reservoirs Environmental, Inc. Effective April 2, 2018 Reservoirs Environmental QA Manual Q:\QAQC\lab\Reservoirs Environmental QA Manual.doc REl LAB Reservoirs Environmental, fnE' August 29, 2019 Blake Weise Build Safe Environmental 303 S. Broadway #200-239 Denver CO 80209 Dear Customer, Subcontract Number Laboratory Report: Project # / P.O. # Project Description: NA RES 443671-1 190828-5 3500 Gray Street Wheat Ridge, CO 80212 Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 443671-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer President P: 303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 1 CRY of Wheat Ridge 1-866-RESI-ENV www.reilab.com 0 U z J F - z W 2 z O z W N m O M� IL W N W w m cq N O w U � Q N o O Uo E N 0 d p V f - N a) 11 lo ` U F E i p � � w 0Caw00WIn0000w 0 0 0 0 0 m 0 0 0 0 m J N O > N Y O � _ IL O Q 00 00 m U � z O y 0 rn CL a� F- Q U) U) R i a d «. 0 a c c U a) .. rn - LU TU r Y N M N W N O1 Q ~a1 H M R to T O CL W R N N Z R N N "C N� N coO L)w rn LO 3 d ° 3 w MCo- rlawCL (L o �- Q (n V U) 0Caw00WIn0000w 0 0 0 0 0 m 0 0 0 0 m z J i2 � _ IL O Q z O Q c . Y 0 _0 � N T OU O U a E cn 0 ca LO O O O O N z 0 Q m Ja = �°' z C Q 'o Q 0ca J .. o �- Q (n c E Cd 2 7 U) ! 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Effective April 2, 2018 Reservoirs Environmental QA Manual Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc R E 1 FLAB T RE?servairs En vii ranmen ta/ Inc. September 3, 2019 Blake Weise Build Safe Environmental 303 S. Broadway #200-239 Denver CO 80209 Dear Customer, Subcontract Number: Laboratory Report: Project # / P.O. # Project Description: NA RES 444013-1 190828-5 3500 Gray Street Wheat Ridge, CO 80212 Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 444013-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer President P:303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 1 city of Wheat Ridge 1-866-R ES I -ENV www.reilab.com Appendix A Laboratory Report and Chain Of Custody Form c" at wtheaj Ridge 0 E5 z z I- 14 0 ru u ro E LU U-) 0 Cc uj 0 CN < 0 co n < � 6 < > Vi 3: GPOO xWevli Z aLurlIOA aldweS 0 c S310N 2i3HI0 M0 S'lVl-llNl S,213ld',IVS pw" E Io snane, 0 Cl.------- ----- 0 cc C,) m > ED 0 c Z uj 'U -j 0 L) ZD sn D uj SIVLgw X-01 - LSno E 0 z Crz , V43d Of LUA31 D rl E',"Id X F- CN U. 0 — — — — — — — — — — — CC) 0 _j u a) 2 J _j _j 0., Q- iL CL CL 0. > Z_ x x x us m a S Z, C) 4) as 0 o o o 0 CC M E L o c C, C uj In C A m y 4 rri a LL, 0 L4 z E5 z z I- 14 0 ru u ro E LU U-) 0 Cc uj 0 CN < 0 co n < � 6 < > Vi 3: GPOO xWevli Z aLurlIOA aldweS 0 c S310N 2i3HI0 M0 S'lVl-llNl S,213ld',IVS pw" E Io snane, 0 Cl.------- ----- 0 cc C,) m > ED 0 c Z uj 'U -j 0 L) ZD sn D uj SIVLgw X-01 - LSno E 0 z Crz , V43d Of LUA31 D rl E',"Id X F- CN U. 0 — — — — — — — — — — — CC) 0 _j u a) 2 J _j _j 0., Q- iL CL CL 0. > Z_ x x x us m a S Z, C) 4) as 0 o o o 0 CC M E L o c C, C uj In C A m y 4 2 iE 2 0 0 0 0 0 0 0 0 0 S z a L4 iii (XV) -7- :D Z �X 0 0 Cf 0 < 0 0 co .Q sLr O. uj 0 V) V) Ull ai= < cc 0) uj < a U g m LZ 2 iE 2 0 0 0 0 0 0 0 0 0 S z CD W uj CC I , 0 E 0 LU LO uj 0 J3 z C m z 25 <pS dz it 41 '0 , :D Lu 0 u co oi co > 0 3Wnj0A 4it4wl' > E j 93ION b'3fj10 80 Slv),LINI 2 cx C) CZ__ (N 0 Jo -2 A . ..... a) cr -0 VC4"I quPnC) ao -i. sngjne-E� la uogCDituenp u8no Jo :wrloo oleld:�qolav SSI HIBVI-S3INVVUO o -C, SA uj D Hd UnSsIctary isWleuv - SIV13VI alqnosab -JE!Ici , Isn(i VHSO GOOVZ -V=L - Wed —4� C sd"jd 1:>axpui-os) WA-ok3lw I'Uenb�os 0 1 lu"O '-t- 'OSt 'MIZ '11WO1 'Va3HV VIEU Burl IUROD IuMd 'Pedal 1�4s Wld x 0 cc CL C7 x cc Z 2 j7Z CO CE. 0 Eco LO Z) D TO M 0 > 0 co = 00 'T,;; < C"4 I M� g 0, -a_;g; 0 to; Aim CL la 0 CL uj in ul z } City Of W heat Pj,,d c COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3`3 cx) 54, Permit #: 6le) og b1Cl General Contractor: Electrical Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name: 1, 6 ! e -d 761010 i Phone: Wheat Ridge License #: I (x>7—'% S (required field) f Signature of Authorized Agent Date City of Wh6atR idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to /date prior to permit issuance. Project Address: 3 S ?� S'� Permit #: okyc " General Contractor: 6t -Z Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #:=�' Signature of Authorized Agent Plumbing Sub -Contractor Phone #: Master #• (required field) Date Company Name: n 1 AC80141,��c9;hone #: State License #: 2 S c/' fy Master #: f ef i Wheat Ridge License #: 11 C J (required field) S Mechanical Contractor Company Name: G0 --0Z-1 Date Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date ��40 City of As Wh6atPsj,,d E COMMUNITY DEVELOPMENT ifi r, SUB -CONTRACTOR AUTHORIZATION FORNr-----________ This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. 09 Project Address: -3-5o P 6• y y 5T Permit #: - l General Contractor: Electrical Sub -Contractor Company Name: M--Vo4 E-1 r i' c _ Phone #:_3 -'9 7-5..e>6 State License #: "'? ) 2.3 Master #: Z V Z 9 Wheat Ridge License #: Q zsG I S (required field) .�' e` i Signature of Authorized gent Date Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone #: Master #• _(required field) Date Phone: required field) Date DESCRIPTION OF WORK: 3500 Gray St, Wheat Ridge CO, 80212 Renovation includes removal and installation of the following: • Kitchen cabinets, fixtures and appliances (not to change layout of existing plumbing fixtures & appliance locations or electrical loads) - Old wood cabinets Formica counter top, sheet linoleum flooring &elec. range - New wood cabinets & floor, quartz counter top & elec. range • Bathroom cabinet, tile, fixtures and appliances (not to change layout of existing plumbing fixtures) - Old wood cabinets, tile top, ceramic tile flooring - New wood cabinet, marble top, porcelain tile with moisture resistant underlayment • Stairway to basement (not to change existing layout) - Old pine treads New oak treads • Interior doors, window sills and trim (wood & MDF) • Replace front exterior door, delete garage entry door • Existing vinyl windows to new vinyl windows (not to change existing size, argon filled, low -e, double pane) • New exterior concrete drivewy with paver walkway, steps (front of house, not to change existing layout) See attached 11x17 plans • New Furnace unit (equivalent gas & electrical load) • Re -support front & reduce, re -support rear porch covers, remove patio cover, pb�ring front railing up to code (See included structural engineer report) KMO+JE +il F v -At` &rvu ct= N i-lv IN 4 j -co M /, r) i4,ITc HC N (SEE 0A I? FANS) Updates/upgrades to the following items: Electrical where needed (See included new 11x17 electrical schematics) Plumbing lines at hot water heater (existing unit), main bath shower, kitchen sink, basement bathroom fixtures and laundry area Flooring in kitchen from pine to oak to match existing oak flooring throughout main floor Additions to existing interior of house: Add floating stud wall & dry wall in existing basement toilet and shower area, added vanity & exhaust fan Add floating stud wall & dry wall in mechanical room add bi-fold doors Current use of all areas of house will not change Current square footage will not change i => 0' 2' 10' NORTH SCALE = 3/16"=1'0" rur«,n COVER ROOD SIZES ROOM LENGTH WIDTH AREA LIVING RM 24'-11" 12'-9" 304 SQFT BDRM 1 12'-4" 10'-1" 124 SOFT BDRM 2 10'- 7" 8'-9" 92 SOFT BDRM 3 12'- 4" 10'-10" 133 SQFT GARAGE 19'-10" 10'-0" 198 SQFT OFFICE 14'-4" 12"11" 172 SQFT KITCHEN 12'-7" 11'-11" 151 SQFT FINISHED BSMT 25'-10" 14'-9" 381 SOFT OVERALL BUILDING FOOTPRINT= 1445 SOFT (ROUNDED TO NEAREST INCH/SQFT) FD FIRE DETECTOR. E=EXISTING, N=NEW1;Zr- OCC GAS DETECTOR • city of "� W heat idge COMMUMiY DkvkLl HPMtN i APPROVED Reviewed for Code Compliance j "— A., . — Za 9 Plan E aminer Dace mokw of oetmil: The issuance o f 0 permit orOppravu+ o f nro ,s ,, •edfkotmns and aampYta wns shaft tot be o permit fo , or on opproj,ai -_,f any m1abon to any of Me proWskm of the burfdMg code or of utgr City ord,rhmces, permlta p►esurMV to 91w authority to v/o/otf or tenter the prowsions of the it U&V codes or odor ort Mnaet of b1e City 9W not be valid �boCfeG S !41A (k Ino✓) IOLV W c77�e OLD FLOOR PLAN zo(z- / " Zo �7 NAL C) J J LU ry Z W U) O 0 O O m u Cf) m Z w 0 U)w W J _ W %Z LLJ �[ O Z Q 0 O U Lu co(3 >- C) C� C:) LU C) CY U w O d TITLE: OLD FLOOR PLAN SHEET 1 OF 6 FLAG NOTES REMOVE EXISTING RAILING AND PORCH COVER POSTS AND ADD NEW RAILING TO CODE AND POSTS FOR PORCH COVER PER ENGINEER NEW WALL FROM COUNTER 2 TO CEILING.. EXTEND WALL 9" REMOVE EXISTING 4' HIGH HALF WALLU) w FD 5 NEW WALL WITH NEW z Uj ON ELECTRICAL SUB-PANEL O a co WJ O W > z LLJ O CABINETS ABOVE AND BELOW. z Lu REMOVE GARAGE ENTRY _y w DOOR IN ORDER TO REMOVE Q UNSAFE STEP AND LACK OF J 0 II PROPER LANDING FOR DOOR U) Z Z Z z CUT BACK EXISTING W / I PORCH COVER TO 5 x6'AND RESUPPORT WITH 4x6 POSTS ()N > w W ED ,q LL NSW WlnMoWS 6 /Vw4�G v-- F�crd�o2 _ 32 U FD L r— U�j E Rq Cf) V 6 >- 0 "; / O RANGE L < ry MICRO f 0 F v 6 DW 6 D ® Q m f LLJ ®r� v Lo M MAIN ELECTRICAL w 8 PANEL 0 a_ TITLE: NEW FLOOR PLAN NEW FLOOR PLAN (Ulld l F SHEET 0' 2' 10' NORTH Q;�.._ 2 OF 6 SCALE = 3!16"=1'0" W STORAGE ROOM Z W c W Lu W i O w U) < CRAWL SPACE CRAWL SPACE i UNDER REST OFUNDER REST OF BOX IN AIR i HOUSE HOUSE DUCTS J w° a J c� co zZzz FURN U FURN ON U W VJ C G OPENING TO FD OPENING TO FD CRAWL SPACE � CRAWL SPACE I Z LU[10 >I e c U S ER W W ENCL S SHOW R WASH D YER O D YER FASH O Q m c.(,C44*tcr /N Q ® l.J ski ® o a: c� OLD PLAN NEW PLAN U W O a TITLE: BASEMENT FLOOR CVVheat PLAN ge= SHEET 0' 2' 10' NORTH 3 O F 6 SCALE = 3/16"=1'O" STEP DOWN FROM GARAGE AND GARAGE ENTRY DOOR TO BE REMOVED GARAGE TO A 3" STEP DOWN FROM A GARAGE TO BASEMENT STAIR TO STEP BASEMENT STAIRS, STAIRS, RISE=9" RISE=9" RUN=9.5" 8.5" STEP DOWN RUN=9.5" 8.5" STEP DOWN FROM STAIR TO FROM STAIR TO CEILING WALL, UPPER PLATFORM CEILING WALL, UPPER PLATFORM HEAD HEIGHT=51.5" 9" STEP DOWN FROM HEAD HEIGHT=51.5" 9" STEP DOWN FROM KITCHEN TO UPPER PLATFORM TO KITCHEN TO UPPER PLATFORM TO GARAGE STAIRS, LOWER. PLATFORM GARAGE STAIRS, LOWER PLATFORM RISE=8"-8.5" RISE=8"-8.5" RUN=9.5" RUN=9.5" DETAIL: OLD STAIRS TO BASEMENT DETAIL: NEW STAIRS TO BASEMENT DOORWAY T( KITCHEN TOP OF LAND ST,,4 t�41 Ys �/9�L-/' DOORWAY TO KITCHEN wv7l� ��/j��'��%✓J1 701•A✓ 0/ \ / �"- / i�W�/J TOP OF LANDING GARAGE FLOOR GARAGE FLOOR BASEMENT CLOSET WALL REMOVE BASEMENT CLOSET WALL f 5-612 STEP GARAGEOM \ 5'-6I/2 I I SECTION A -A LOOKING EAST BASEMENT FLOOR I I I => 0' 2' 10' NORTH SCALE = 1/4"=1'0" SECTION B -B LOOKING EAST BASEMENT FLOOR U U) w ry D w c// L.L W 2 0 LJ_ m 0 O rO V TITLE: DETAILS O U n�W VJ V Lry V ® W c) 2 H U LU 3 O cfty of Wheat Ridge SHEET ,Building divisor 4 OF 6 LEGEND DUPLEX RECEPTACLE G=GFI PROTECTED, W=WEATHER PROOF DOUBLE DUPLEX RECEPTACLE 220V POWER OUTLET I! G ®50 NUMBER = AMP RATING a WALL MOUNTED LIGHT cc CEILING LIGHT Uj 3 SWITCH: 3=3 WAY, I z co w D=DIMMER, G=SINK DISPOSER, OW cn w S=SWAMP COOLER o W > Z w L U)Q r JO JUNCTION BOX !71- Z 0 LU `n r> J o 0 z° z° z z 3 3 AT CLG, FOR DOOR I I �✓ � OPERATOR W ® � O fl w _ _ C� �- �- R FRIG FURN O MICRO 50 RA m !I O ow QG G c GW Do M MAIN ELECTRICAL FADRYER WASHERTow PANEL Uj 3 p TITLE: MAIN FLOOR ELECTRICAL PLAN BASEMENT (Wheat of => SHEET RV0' 2' 10' NORTH g DKftc 5 O F 6 SCALE = 3/16"=1'0" PATIO, N CHANGE 0' 2' 10' SCALE = 1"=10'0" NORTH REMOVE AND REPLACE CONCRETE DRIVEWAY 9'2"Wx41'8"L RE[LACE CROSSOVER PATH 2' 11 "Wx5'2.5"LAND SIDEWALK, 2'Wx25'9"L WITH PAVERS. COVER EXISTING STEPS J J ui U)m vJ /0n _ } � W ❑ ° W_ L W Q� ❑o 'vi J w J W Z � WITH PAVER VENIRE. fl� D z U-1 REMOVE AND REPLACE > 0 c/) U CONCRETE FLOOR IN �10� GARAGE 10'Wx 19'-10" c� O Q� 0 C:) uw 0 _ ®Lo U W D O TITLE: OUTDOOR city CONCRETE WORK WheatRi age SHEET vii• �9 Oivisc: 60F6 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: i? t, L) Permit Number: '^, u1 -7 t, ❑ No one available for inspection: Time ' AM&M -Inspection required: Yes No,�-� When corrections have been e, call fdr re -inspection at 303-234-5933 Date: �� Inspector: DO NOT REMOVE THIS NOTICE LIMEDEP �TMENT�-�Oaf��7dW����� vdcomments Odisapproved O no review required Bldg Valuation: $ Building Permit Application