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Home My WebLink About3485 Garland StreetA i CITY OF WHEAT RIDGE =1 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:.(i ❑ No one available for inspection: Time AK913M Re -inspection required: Yes ,�Vo")� When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. uslinspection Date: 1t— V— OeInspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE =1 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:.(i ❑ No one available for inspection: Time AK913M Re -inspection required: Yes ,�Vo")� When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. uslinspection Date: 1t— V— OeInspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t° Job Address: ' Permit Number: 4 ❑ 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://wjww.ci.wheatridge.co.u�nspecti ft's D "� spector� ,• CITY OF WHEAT RIDGE s' G' --Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L"I f- I FF / Job Address: Y_l�rai �G„ ri S f Permit Number: 2-0 2® O lAlf jr e ❑ No one available for inspection: Time >gr�� PM Re -Inspection required: Ae§ No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: /0 16 – 71522onspector: _�o DO NOT REMOVE THIS NOTICE s 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. wheatridge. co. uslinspection �• J Date: ; ' �- / a Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: `� �-� n 1 ck� . Permit Number:% JL%r 'o O C) L `p J t ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http:Y/www. ci. wheatridge. co. us4nspection Date:14 I' a `'� �, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: � Job Address:`1 �- , - i r� r1 C� } Permit Number: v c:;,-�-) i q_� ❑ No one available for inspection: Time , AM/PM Re -Inspection required: Yes No When corrections have been made, schedule4or re -inspection online at: httpYlwww. ci. wheatridge.co. uslinspection Date: ' ' cz)a Inspector: t DO NOT REMOVE THIS NOTICE s ❑ No one available for inspection: Time , AM/PM Re -Inspection required: Yes No When corrections have been made, schedule4or re -inspection online at: httpYlwww. ci. wheatridge.co. uslinspection Date: ' ' cz)a Inspector: t 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: 0- b,) u o 1 C t /_1 l�.; ❑ 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:3Inspector: 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: Tin Re -Inspection required: Yes`` No.-` (�, AM/PM When corrections have been made,--sc ule for re -inspection online at: http✓/www.ci.wheatridge.co.uSI,ns ection J - nsp c i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type- _ tl �� Y�_, . Job Address: _i� - r•. ; 1 FnC� tit Permit Number: G > ; ❑ No one available for inspection: Time !� AM/PM Re -Inspection required: Yesi No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. ushnspection Date: '-� I' � v t =' Inspector: DO NOT REMOVE THIS NOTICE gME ADVANCED STRUCTURAL ENGINEERING, LLC ENGINEERING & DESIGN Preserving the past and building the future The City of Wheat Ridge Municipal Building, Building Permit, 7500 W. 291h Ave Wheat Ridge, CO 80033 July 29, 2020 Subject: Structural/Framing Inspection of upper floor at 3485 North Garland Street, Wheat Ridge, CO 80033 ASE Project No.: 220103 Permit No.: 202001133 To Whom it May Concern: Per Mr. John Lowe's request, on July 21, 2020, we visually inspected the interior and exterior of the above residence. The resident is a two story, with finished basement, wood structure, with exterior brick walls and sidings. The main upper floor is supported on exterior and interior bearing walls. This inspection was performed only to evaluate the structural integrity of the reinforced existing floor joists and two new headers at two bathrooms and hallway at the upper level of the above residence. Neither the inspection nor this report is intended to cover other existing structural members and components of this building, new stairways, work area at the master closet, mechanical or electrical features. At both bathrooms, the existing floor joists were reinforced with new 2x8's or 2x1O's wood joists at 16" o.c. with one row of wood blocking at center span. The new headers were constructed of two (2)-2x1O's over the window opening. Two king studs and one jack stud were installed at each side of the window opening in the master bathroom. At the other bathroom, two king studs and two jack studs were installed at each end of the window opening. At hallway, the existing girder on the eastside of the stairway was reinforced with two additional Microllam LVL beams and a new joist hanger was installed at the north end of this reinforced girder. The south end of this girder was securely supported on top of the existing built-up column with nails. The other girder at the north side of the stairway was reinforced with one additional Microllam LVL beam. Each end of this reinforced girder was securely supported on the exterior and interior bearing walls. In our opinion and based on design and visual inspection, we verify that the reinforced floor joists and the two new headers have adequate strength to support the dead and live loads specified by the Building Code. With this report we have completed our service and evaluation and do not assume any responsibility in regard to the other existing components and overall structural integrity of this building now or in the future. If you have any questions, please call us at (303) 332-7243. lncerely, Al Biria, P� E. 3.E. ASE, Principal cc: file ADVANCED STRUCTURAL ENGINEERING, LLC. • 12309 Swansea Dr. • Parker, CO 80134 Tel (720) 339-2195 • Cell. (303) 332-7243 • httl)s://www.ase.colorado.coni i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: i�- Job Address: Permit Number: 02 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 60"\ When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. usrnspection Date: ---I, 1 IJ Inspector: �31 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE h ' Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Re -Inspection required: YesO-) w When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us4nspection I A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:` Job Address: Permit Number: +- 4'-,. ) w , ❑ No one available for inspection: Time i l `` AM/PM F Re -Inspection required: ;Yep No When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. usrnspection Date:-% ' -3 6 -2 Inspector: DO NOT REMOVE THIS NOTICE rv4� j . City of Wheat 'dge Residential Remodel PERMIT -202001133 PERMIT NO: 202001133 ISSUED: 06/29/2020 JOB ADDRESS: 3485 Garland St EXPIRES: 06/29/2021 JOB DESCRIPTION: Renovation of master bathroom, hallway bathroom including electrical and plumbing fixtures. Replacing existing staircase; 591. sq ft total *** CONTACTS *** OWNER (303)570-4155 ROSENOW ROSS GC. (720)464-4520 JOHN P LOWE/LISA H LOWE 202061 CLEAR CREEK BUILDERS LLC SUB (303)420-5459 MICHAEL SPRANKLE 170671 MODERN ELECTRIC LLC SUB (303)274-2340 WAYNE & ALICE HINK:LE 021125 S&S PLUMBING SERVICES, INC. 'r** 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: 40,000.00 FEES Total Valuation 0.00 Plan Review Fee 399.46 Use Tax 840.00 Permit Fee 614.55 ** TOTAL ** 1,854.01 *** COMMENTS *** * CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Y Residential Remodel PERMIT - 202001133 PERMIT NO: 202001133 ISSUED: 06/29/2020 JOB ADDRESS: 3485 Garland St EXPIRES: 06/29/2021 JOB DESCRIPTION: Renovation of master bathroom, hallway bathroom including electrical and plumbing fixtures. Replacing existing staircase; 591 sq ft total I, by in in d0 hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. nature of OWNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying pFlans 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 The equal to one-half of the original permit fee. 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. No work of any 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 o a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabl"de or any orquyince 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. no asbestos, no change valuation , needs sub contractors all trades From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Wednesday, June 17, 2020 10:14:23 AM Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3485 Garland Street, Wheat Ridge, CO 80033 Property Owner Name Ross & Valery Rosenow Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 303-570-4155 ross.rosenow@jordyconstuction.com CC Form.odf APPLICANT INFORMATION Applicant Name John Lowe What is your role in the project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the General Contractor 202061 City of Wheat Ridge) Contact Phone Number 303-888-6253 (enter WITH dashes, eg 303-123-4567) Contact Email Address john@clearcreekbuilders.net for Plan Review Comments Retype Contractor john@clearcreekbuilders.net Email Address 01 :K161 ZI 191 [*] 0 N] &TO(6] N [/ Detailed Scope of Renovation of master bathroom, hallway bathroom including Work - Provide a electrical and plumbing fixtures. Replacing existing staircase. detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Location of Work Second Level Master Bathroom, Office, Bathroom, Stairs Square Footage Area 591 of Work Being Performed Asbestos Report 3485 North Garland Street Wheat Ridae Limited Inspection Report pdf Upload letter size Fleld not completed. documents here Construction Plans 3485 North Garland Street Wheat Ridge - Permit Set scanned on 11'x17" or 06162020.pdf larger Project Value (contract 40,000 ok bf 6/19/2020 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for john lowe Permit I attest that everything stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Yes Email not displaying correctly? View it in your browser. City of Wh6atP,,,,.dge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor I This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: _ 3` 51- r 'C' ]rJ ems+ ; o3 General Contractor: C18D,-r Cr--C-e JJU,q s FORM WILL NOT [i1'_; ACCEPTF1 1111 Ek%I'I'H NJISSIN(_; I FOR' ATION Company Name: r l ��rn �� Contact Phone #: 3034ZO-5459 Wheat Ridge Contractor License # State License #: /00SZ7 Master License #: � O0 &6-1 7 Printed Name of Autho ed Agent 1-70671 (required field) Signature of Authorized Agent Date COMMUNITY City of 6atjkildle DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This fm•m must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance, Protect Address: General Cantractnr: Company Name: lA�� I UIII P�N�intact Phone#: Wheat Ridge Contractor License #: oq I I �S (required field) State License #: S d 2SG Master License #: rnP, 001$ 5 Z00 Printed Name of Authorized Agent Signature of Authorized Agent 23 2� Date LIMITED ASBESTOS INSPECTION REPORT Of 3485 North Garland Street Wheat Ridge, Colorado 80033 Prepared for Ross Rosenow Owner BE E -i v i ENVIRONMENTAL OUALITY MANAGEMENT Project number EQ 1703 Report Date March 28, 2020 TABLE OF CONTENTS 1.0 INTRODUCTION.......................................................................................................................... 1 2.0 ASBESTOS INSPECTION............................................................................................................2 2.2 ASBESTOS CONTAINING MATERIALS...................................................................... 2 2.3 SUSPECTASBESTOSCONTAINING MATERIALS...................................................2 2.4 LABORATORY RESULTS...............................................................................................2 2.5 RECOMMENDATIONS.................................................................................................3 2.6 GENERAL COMMENTS................................................................................................. 3 3.0 CONCLUSION...............................................................................................................................4 APPENDICES A ASBESTOS HOMOGENEOUS AREAS TABLE B SUMMARY OF ASBESTOS SAMPLES AND RESULTS C ASBESTOS PLM ANALYTICAL RESULTS ENVIRONMENTAL QUALITY MANAGEMENT 1 3485 North Garland Street, Wheat Ridge, Colorado 80033 1.0 INTRODUCTION Mr. Ross Rosenow contracted Environmental Quality Management, LLC (EQM) to perform limited bulk materials sampling and test for asbestos at the property located at 3485 North Garland Street, Wheat Ridge, Colorado 80033 (subject property). The bulk sampling was conducted on March 17, 2020. Colorado Regulation #8 requires that suspect Asbestos Containing Building Materials (ACBM) be properly sampled and analyzed prior to any renovation or demolition activities. The purpose of this sampling was to perform a limited inspection as part of pre -renovation. The limited inspection included sampling of accessible materials. 2.0 ASBESTOS INSPECTION Bulk sampling was conducted by Colorado State Certified Asbestos Building Inspector, Gabe Touma. Suspect ACM includes nearly all building materials except glass, metal, and wood. Bulk samples of suspect ACM were collected and placed in sealable containers and labeled with unique sample numbers using an indelible marker. 2.2 ASBESTOS CONTAINING MATERIALS ACM contains asbestos greater than 1 percent, (> 1 % asbestos) as confirmed by an accredited laboratory. ACM is categorized as Non -friable or Friable asbestos. Non -friable asbestos is any material that cannot be crumbled, pulverized or reduced to a powder by hand pressure when dry. Friable asbestos can be crumbled, pulverized, or reduced to a powder by hand pressure when dry. The EPA and the Occupational Safety and Health Administration (OSHA) maintain comprehensive lists of suspect ACMs frequently found during inspections. Appendix A contains a list of homogeneous areas found during this inspection. Appendix B contains summary tables of the samples taken with results. Appendix C contains the analytical results from the laboratory. 2.3 SUSPECT ASBESTOS CONTAINING MATERIALS Suspect ACMs are building materials historically known to contain asbestos and therefore suspected to contain asbestos. On March 17, 2020, twenty-seven (27) samples were submitted under chain -of -custody procedures to Reservoirs Environmental, Inc. of Denver, Colorado, for analysis by polarized light microscopy with dispersion staining techniques per EPA methodology (40 CFR 763, Subpart F). Microscopic visual estimation was used in obtaining the percentage of asbestos in bulk samples. Reservoirs is accredited under the National Voluntary Laboratory Accreditation Program NVLAP. Appendix C contains these analytical results. 2.4 LABORATORY RESULTS Based on the laboratory results, asbestos was not detected in the plaster, caulking, grouts or flooring. 2.5 RECOMMENDATIONS Please work safely. Should other materials be discovered during renovation that were not sampled as part of this report, please stop and contact us at 720.468.2420. 2.6 GENERAL COMMENTS The bulk sampling was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. The results, findings, conclusions and recommendations expressed in this report are based on conditions observed during our site visit. The information contained in this report is relevant to the date on which the sampling 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. EQM 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. This is not a scope of work for a General Abatement Contractor. Over -spray of texture is implied throughout the structure. 3.0 CONCLUSION EQM has performed a limited specific -bulk sampling at the subject property. Based on the laboratory results, asbestos was not detected in the plaster, caulking, grouts or flooring. Please work safely. Should other materials be discovered during renovation that were not sampled as part of this report, please stop and contact us at 720.468.2420. Respectfully Submitted, Gabe Touma, CHMM No. 14285 Certified Building Inspector #16860 Certified Air Monitoring Specialist #16860 Appendix A Homogenous Areas Table Homogenous Areas Table 3485 North Garland Street, Wheat Ridge, Colorado 80033 Number Descri tion/Category/ Friabili/condition Location #1 Plaster on walls and ceiling, light orange Walls and ceilings peel, white and gray (PL01) • Surfacing material, friable, good condition #2 Caulking, white (CK1) Bathrooms • Miscellaneous material, non - friable, good condition #3 Grout, gray (GR1) bathroom • Miscellaneous material, friable, good condition #4 Wall tile, yellow (WT1) Bathroom • Miscellaneous material, non - friable, good condition #5 Grout, gray (GR2) Master bathroom • Miscellaneous material, friable, good condition #6 Flooring, floor leveler (FL1) Entry to master bathroom • Miscellaneous material, friable, good condition #7 Wall tile, yellow (WT2) Master Bathroom • Miscellaneous material, non - friable, good condition #8 Grout, Off-white (GR3) Master bathroom • Miscellaneous material, friable, good condition #9 Grout (GR4) Master bathroom floor • Miscellaneous material, friable, good condition Appendix B Summary of Asbestos Samples and Results SUMMARY OF ASBESTOS SAMPLES AND RESULTS 3485 North Garland Street, Wheat Ridge, Colorado 80033 Sample ID Description Locations Result PL01-01 Stair case, west wall ND PL01-02 Stair case, south wall ND PL01-03 Upstairs landing, east wall ND PL01-04 Restroom, east wall ND PL01-05 Master bathroom, south wall ND Plaster ND PL01-06 Closet west wall PL01-07 Master bathroom, east wall ND PL01-08 Master bathroom, east wall ND PL01-09 Closet south wall ND PL01-10 Below stairs to the basement ND Bathroom, under window ND CK1-1 Caulking Bathroom, east wall ND CK1-2 GR1-1 Bathroom, middle quadrant ND Grout Bathroom, east quadrant ND GR1-2 Bathroom, east wall ND WT11 Wall tile West wall, bathroom ND WT1-2 Master bathroom, by sink ND GR2-1 Grout Bathroom, middle quadrant by ND GR2-2 sink Master bathroom, by entry ND FL1-1 Flooring Master bathroom, by entry ND FL1-2 West wall, bathroom ND WT21 Grout Master bathroom, east divide ND WT2 2 to commode Master bathroom, east divide ND WT2-2D to commode SUMMARY OF ASBESTOS SAMPLES AND RESULTS 3485 North Garland Street, Wheat Ridge, Colorado 80033 Sample ID Description Locations Result GR31 Counter, west ND GR32 Counter, east ND Grout Floor, east ND GR4-1 Floor, middle ND GR4-2 NDNon-Detect Appendix C Laboratory Report and Chain -of -Custody Record Reservoirs Environmental, Inc Effective April 02, 2018 Reservoirs Environmental QA Manual Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc REI LAB Reservoirs Environmental, lnc_ March 20, 2020 Subcontractor Number: Laboratory Report: RES 459152-1 Project #/P.O. #: 3485 N Garland Street, Wheat Ridge Project Description: 3485 Garland Gabe Touma Environmental Quality Management (CO) 6115 Hoofbeat PI. Castle Rock CO 80108 Dear Gabe, 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 459152-1 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, by Ryan Shilling Jeanne Spencer President P:(303) 964-1986 5801 Logan St, Suite 100, Denver, CO 80216 1-866-RESI-ENV F:(303) 477-4275 wwvo.reilab.com Reservoirs Environmental, Inc. Reservoirs Environmental GAManual iso: N!ZAT161IZilanWI :IQ 011LVA ia0111Mai01Lei NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 459152-1 Client: Environmental Quality Management (CO) Client Project Number/ P.O.: 3485 N Garland Street, Wheat Ridge Client Project Description: 3485 Garland Date Samples Received: March 18, 2020 Effective Apol 2, 2018 Q AQAQCALABAReservoirs Environmental GA Manual doc Method: EPA 6001R-931116 - Short Report, Bulk ND=None Detected Turnaround: Standard TR=Trace, <1% Visual Estimate Trem/Act=Tremolite/Actinolite Date Samples Analyzed: March 20, 2020 Client L Asbestos Conteril Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R N M (%) (%) PL01-01 A Off white/multi-colored granular plaster 35 ND TR 100 B White plaster w/ gray/multi-colored paint 65 ND 0 100 PL01-02 A Off white/multi-colored granular plaster 40 ND TR 100 B White plaster w/ gray/multi-colored paint 60 ND 0 100 PL01-03 A Off white/multi-colored granular plaster 40 ND TR 100 B White plaster w/ gray/multi-colored paint 60 ND 0 100 PL01-04 A Off white/multi-colored granular plaster 45 ND TR 100 B White plaster w/white/multi-colored paint 55 ND 0 100 PL01-05 A Off white/multi-colored granular plaster 40 ND TR 100 B White plaster w/ gray/multi-colored paint 60 ND 0 100 PL01-06 A White plaster w/ gray/multi-colored paint 50 ND 0 100 B Off white/multi-colored granular plaster 50 ND TR 100 PL01-07 A White plaster w/white/multi-colored paint 45 ND 0 100 B Off white/multi-colored granular plaster 55 ND TR 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P'. 303-964-1986 5801 Logan Street, Suite 100, Denver, CO 80216 1-866-RESI{NV F. 303-477-4275 wwwreilab. com Page 1 of5 Reservoirs Environmental, Inc. Reservoirs Environmental GAManual iso: N!ZAT161IZilanWI :IQ 011LVA ia0111Mai01Lei NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 459152-1 Client: Environmental Quality Management (CO) Client Project Number/ P.O.: 3485 N Garland Street, Wheat Ridge Client Project Description: 3485 Garland Date Samples Received: March 18, 2020 Effective Apol 2, 2018 Q AQAQC1Af3\Reservoirs Environmental GA Manual doc Method: EPA 6001R-931116 - Short Report, Bulk ND=None Detected Turnaround: Standard TR=Trace, <1% Visual Estimate Trem/Act=Tremolite/Actinolite Date Samples Analyzed: March 20, 2020 Client L Asbestos Conteril Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R N M (%) (%) PL01-08 A White plaster w/ gray/multi-colored paint 100 ND 0 100 PL01-09 A Off white/multi-colored granular plaster 35 ND TR 100 B White plaster w/ gray/multi-colored paint 65 ND 0 100 PL01-10 A Off white/multi-colored granular plaster 45 ND TR 100 B White plaster w/white/multi-colored paint 55 ND 0 100 CK1-1 A Off White resinous material 50 ND 0 100 B White resinous material 50 ND 0 100 CK1-2 A White resinous material 50 ND 0 100 B Off White resinous material 50 ND 0 100 GR01-01 A White/off White granular material 100 ND 0 100 GR01-02 A White/off White granular material 100 ND 0 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P'. 303-964-1986 5801 Logan Street, Suite 100, Denver, CO 80216 1-866-RESI{NV F. 303-411-4275 wwwreilab. com Page 2 of Reservoirs Environmental, Inc. Reservoirs Environmental GAManual iso: N!ZAT161IZilanWI :IQ 011LVA ia0111Mai01Lei NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 459152-1 Client: Environmental Quality Management (CO) Client Project Number/ P.O.: 3485 N Garland Street, Wheat Ridge Client Project Description: 3485 Garland Date Samples Received: March 18, 2020 Effective Apol 2, 2018 Q AQAQCALABAReservoirs Environmental GA Manual doc Method: EPA 6001R-931116 - Short Report, Bulk ND=None Detected Turnaround: Standard TR=Trace, <1% Visual Estimate Trem/Act=Tremolite/Actinolite Date Samples Analyzed: March 20, 2020 Client L Asbestos Conteril Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R N M (%) (%) WT01-01 A Tan adhesive 2 ND 0 100 B Off white/multi-colored granular material 3 ND 0 100 C White resinous material 45 ND 0 100 D Off white ceramic tile 50 ND 0 100 WT01-02 A Off white/multi-colored granular material w/ white 5 ND 0 100 resinous material B Tan adhesive 25 ND 0 100 C Off white ceramic tile 70 ND 0 100 GR2-1 A White granular material w/ cream resinous material 100 ND 0 100 GR2-2 A White granular material w/ cream resinous material 35 ND 0 100 B Off white/multi-colored granular material w/ colorless 65 ND 0 100 resinous material FL01-01 A Gray/multi-colored granular material 100 ND 0 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P'. 303-964-1986 5801 Logan Street, Suite 100, Denver, CO 80216 1-866-RESI{NV F. 303-477-4275 wwwreilab. com Page 3 of5 Reservoirs Environmental, Inc. Reservoirs Environmental GAManual iso: N!ZAT161IZilanWI :IQ 011LVA ia0111Mai01Lei NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 459152-1 Client: Environmental Quality Management (CO) Client Project Number/ P.O.: 3485 N Garland Street, Wheat Ridge Client Project Description: 3485 Garland Date Samples Received: March 18, 2020 Effective Apol 2, 2018 Q AQAQC1Af3\Reservoirs Environmental GA Manual doc Method: EPA 6001R-931116 - Short Report, Bulk ND=None Detected Turnaround: Standard TR=Trace, <1% Visual Estimate Trem/Act=Tremolite/Actinolite Date Samples Analyzed: March 20, 2020 Client L Asbestos Conteril Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R N M (%) (%) FL01-02 A Gray/multi-colored granular material 100 ND 0 100 WT2-1 A Tan adhesive 2 ND 0 100 B Off white resinous material 5 ND 0 100 C White resinous material 13 ND 0 100 D Light blue ceramic tile 80 ND 0 100 WT2-2 A White resinous material 5 ND 0 100 B Tan adhesive 10 ND 0 100 C Off White resinous material 15 ND 0 100 D Light blue ceramic tile 70 ND 0 100 GR3-1 A White resinous material 100 ND 0 100 GR3-2 A White resinous material 100 ND 0 100 GR4-1 A Gray/multi-colored granular material 100 ND 0 100 GR4-2 A Gray/multi-colored granular material 100 ND 0 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P'. 303-964-1986 5801 Logan Street, Suite 100, Denver, CO 80216 1-866-RESI{NV F. 303-477-4275 wwwreilab. com Page 4 of Reservoirs Environmental, Inc. Reservoirs Environmental GAManual iso: N!ZAT161IZilanWI :IQ 011LVA ia0111Mai01Lei NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 459152-1 Client: Environmental Quality Management (CO) Client Project Number/ P.O.: 3485 N Garland Street, Wheat Ridge Client Project Description: 3485 Garland Date Samples Received: March 18, 2020 Effective Apol 2, 2018 Q AQAQCALABAReservoirs Environmental GA Manual doc Method: EPA 6001R-931116 - Short Report, Bulk ND=None Detected Turnaround: Standard TR=Trace, <1% Visual Estimate Trem/Act=Tremolite/Actinolite Date Samples Analyzed: March 20, 2020 Client L Asbestos Conteril Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R N M (%) (%) WT2-2D (Not on Original COC) A White resinous material 5 ND 0 100 B Tan adhesive 10 ND 0 100 C Off white resinous material 15 ND 0 100 D Light blue ceramic tile 70 ND 0 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. Ryan Shilling Analyst / Data QA P'. 303-964-1986 5801 Logan Street, Suite 100, Denver, CO 80216 1-866-RESI{NV F. 303-477-4275 wwwreilab. com Page 5 of5 Reservoirs Environmental, Inc Reservoirs Environmental QAManual REI LAB Reservoirs En virvnmen to/, /nc. Effective April 02, 2018 Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc RES Job #: 459152 SUBMITTED BY INVOICE TO CONTACT INFORMATION SERIES Company: ENVIRONMENTAL QUALITY MANAGEMENT (CO) .................................................................................................................................................................................................................................................. Company: ENVIRONMENTAL QUALITY MANAGEMENT (CO) Contact: GABE TOUMA ......................................................................................................................... -1 PLM STANDARD Address: 6115 HOOFBEAT PL. .................................................................................................................................................................................................................................................. Address: 6115 HOOFBEAT PL. Phone: (720) 468-2420 ......................................................................................................................... = .................................................................................................................................................................................................................................................. Fax: ......................................................................................................................... CASTLE ROCK, CO 80108 CASTLE ROCK, CO 80108 Cell: ..........................................s... ........................................¢..................................... Project Number and/or P.O. #: 3485 N GARLAND STREET, WHEAT RIDGE Final Data Deliverable Email Address: ................................................................................................................................................................................................................................................. Project Description/Location: 3485 GARLAND GABE@EQM-CO.US Food = F Soil = S Swab SW .............. ASBESTOS LABORATORY HOURS: Weekdays: 7am - 7pm & Sat. 8am - 5pm REQUESTED ANALYSIS VALID MATRIX CODES LAB NOTES PLM / PCM / TEM DTL RUSH PRIORITY ISTANDARDIAir = A Bulk = B i e i e i i . . . . . . € o ' _ €o € € € € M_ . . a ' ° ..........................................s... ........................................¢..................................... ................... Dust Paint Surface _................................... = D .................................... = P i SU .............. .. .. Food = F Soil = S Swab SW .............. CHEMISTRY LABORATORY HOURS: Weekdays: 8am - 5pm Dust RUSH PRIORITY STANDARD M a a o e e ° q A N Y + = T _ Wipe e *PRIOR NOTICE REQUIRED FOR SAME DAY TAT Metals RUSH PRIORITY STANDARD ° ° o € € € 2 o � € } Q N Drinking Water = DW C _.. N - N 2 a _ a o - U U w N : s o ............................................................................... Waste Water = WW Organics" SAME DAY RUSH PRIORITY STANDARD o s M + a + E ` i LL m E g �� 8 _ • gym: Q 2 �: LL ern ? u) a � '° - - U5° w _ o a W o.so � a 0 m v OE E a'� o ............................................................................... **ASTM El o 0 g a 792 approved wipe media only** MICROBIOLOGY LABORATORY HOURS: Weekdays: 8am - 5pm Viable Analysis"" PRIORITY STANDARD **TAT DEPENDENT ON SPEED OF MICROBIAL GROWTH Q a E o?? _ � , 5 0 m o o E a U ._ o a 3 °- Medical Device Analysis RUSH STANDARD ` `� Y a E 0 2 m a i i CCZ: _ - _° 0 U U J' Q m o E? m w o Mold Analysis RUSH PRIORITY STANDARD T N d' MO�oo: ?'• o W o o o a o < : CL _ o oLo 2 m , 0 2 a w ""Turnaround times establish a laboratory priority, subject to laboratory volume and are not guaranteed. Additional fees apply for afterhours, weekends and holidays." U) _ a : � P : 6;0' • z : COa N 0-€ Lu L , c ; , u, .o � a `� o w a z' w o E a E T' U U : U Laboratory Analysis Special Instructions: a F c) c a O c� � ID O Viables �: Q L J x v a E a o E ; Instructions Client Sample ID Number (SamplelD'smustbeunique) ASBESTOS CHEMISTRY MICROBIOLOGY 1 PL01-01 . . . . . . X .............. ¢...... ¢...... ¢......................... ¢........................... . . . . . . X .............. ¢...... ¢...... ¢......................... ¢........................... . . . . . . X .............. ¢...... ¢...... ¢.................. ...... ¢........................... . . . . . . X .............. ¢...... ¢...... ¢........................................................... . . . . . . XB ....... .............. ¢...... ¢...... ¢.................. ...... ¢........................... . . . . . . X .............. ¢...... ¢...... ¢........................................................... . . . . . . X .............. ¢...... ¢...... ¢........................................................... . . . . . . X .............. ¢...... ¢...... ¢........................................................... . . . . . . X ..................... ¢......¢......¢........................¢...........................¢......¢...... . . . . . . X .............. ¢...... ¢...... ¢......................... ¢........................... . . . . . . X .............. ....... ¢......................... ¢........................... X ¢...............................................¢................................................ X . . ¢............. . . ¢............. . . ¢...... $ ...... . . ¢ ...... . . ¢...... ¢ ...... . . ¢ ...... . . ¢ ...... . . ¢ ...... . . . . ¢...... $ ...... . . ¢...... $ ...... ........... ........... ........................................ ........... ........... ........... ........... ........... ...........¢...........¢.........................¢........... ........... ........... ........... . ¢........... . ¢........... . . ¢........... . ¢........... . ¢........... . ¢........... . ¢........... . . ¢........... . ¢........... ¢............ . . B ¢.............. ........... . . B ¢.............. ....................... . . B . . .................................... B ¢................................................. . . ¢................................................. . . B ¢.............. ........... . . B ¢.............. ........... . . B ¢.............. ........... . . B . . B ¢.............. ........... . . B ¢.............. ........... B ................ ............. B . . . ¢....................... ¢.................................................... . . . ¢ ........... ¢.................................................... . . . .................................................... ¢ . . . ¢ .................................................... . . . ¢.................................................... . . . ¢........... ¢ ........... ¢ .................................................... . . . ¢........... ¢ ........... ¢.................................................... . . . ¢........... ¢ ........... ¢ .................................................... . . . ¢...........¢.................................................... . . . ¢........... ¢................................................................ . . . ¢........... ¢................................................................ ............ ............ ¢.................................................... 2 PL01-02 3 PL01-03 4 PL01-04 5 PL01-05 6 PL01-06 7 PL01-07 8 PL01-08 9 PL01-09 10 PL01-10 11 CK1-1 12 CK1-2 13 G R01-01 REI will analyze incoming samples based on information received and will not be responsible for errors or omissions in calculations resulting from the inaccuracy of original data. By signing, client/company representative agrees that submission of the following samples for requested analysis as indicated on this Chain of Custody shall consitute analytical services agreement with payment terms of NET 30 days. Failure to comply with payment terms may result in a 1.5% monthly interest surcharge. relinquished By: GABE TOUMA Date/Time: 03/18/2020 11:23:40 Sample Condition: ACCEPTABLE received By: lam° J SIMONNE ORNELAS Date/Time: 03/18/2020 11:23:40 Carrier: HAND P:(303) 964-1986 5801 Logan St, Suite 100, Denver, C080216 1-866-RESI-ENV F:(303) 477-4275 Page 1 of 2 vwvw.reilab.com Reservoirs Environmental, Inc Reservoirs Environmental QA Manual REI LAB Reservoirs Res Job#: 459152 Environmental, lrnc. Submitted By: ENVIRONMENTAL QUALITY MANAGEMENT (CO) Client Sample ID Number 14 G R01-02 15 WT01-01 16 WT01-02 17 GR2-1 18 GR2-2 19 FL01-01 20 F L01-02 21 WT2-1 22 WT2-2 23 GR3-1 24 GR3-2 25 GR4-1 26 GR4-2 (Sample ID's must be unique) Effective April 02, 2018 Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc VALID MATRIX CODES LAB NOTES Air = A Bulk = B ........................................... ¢........................................ Dust = D Food = F ........................................... ¢......................................... Paint = P Soil = S ................................................................ Surface = SU Swab = SW ..................................................................................... Tape = T Wipe = W ............................................*.......................................... Drinking Water = DW Waste Water = WW **ASTM El 792 approved wipe media only** Q CL 0) M Q Q a N 0) T N oQ 2� N E Q0 X o Laboratory Analysis E 0 2 m E 9 Instructions o o Un J ........... ............ REQUESTED ANALYSIS B ............ ¢............ ¢..................................................... v = o B ............ ¢............ ¢..................................................... rn � ............... U ........... ............ N O 3 B ¢............ ¢............ O N 06 rn p N O ............ ......................................... B ............ ¢............ ¢..................................................... _ 'O � w0 7 (1) aM J O Y i } + ........... ............ ........... ............ N 0 3 Z 0) Q O Q 7 U U > ........... ............ U O - O 0)'ULO ............... B ............ ¢............ ¢..................................................... ........... ............ + Y (3u:LL U J W -6 co > mm o �� U U C, O v U ~ N W_ w Em U v Q �; N w2 E 0 3 O E m o E o U= -O a U rn .�O 2 rn NUU 4 7 J O 7 Z U >> LU 0) >>> O - - O J Y J U -O O >N> O>> E U m LLI 7 c): Co Q O w N O +> O .Q �N.. V 0) N 0) U .SNS U S O O 2 0) O) -6 O - 0) (6 0) >+ N 9 U N C O U 0 H Of 0 3 N Lu C1 ao (6 00 00 , Q o 0o Q C/) Ln 2 O a N CL (n W O OV Q+ 2 � TOO U U N C N Z Q .- 0) N U N 0 N J Un a o Q� CO -0oa t9 o o UuiQz> 0 a a -j � Viables ASBESTOS CHEMISTRY MICROBIOLOGY X ¢...................... ¢....... ¢.................... ¢....... ............................. ...... ¢...... X ¢............... ¢...... ¢....... ¢.................... ¢....... ............................. ...... ¢...... X ¢............... ¢.............. ¢............................ ............................. ...... ¢...... X ¢............... ¢.............. ¢............................ ............................. ...... ¢...... X ¢............... ¢.............. ¢............................ ............................. ...... ¢...... X ¢............... ¢.............. ¢............................ ............................. ...... ¢...... X ¢............... ¢.............. ¢............................ ............................. ...... ¢...... X ¢............... ¢.............. ¢............................ ............................. ...... ¢...... X ¢............... ¢.............. ¢............................ ............................. ...... ¢...... X ¢............... ¢.............. ¢............................ ............................. ...... ¢...... X ¢............... ¢.............. ¢............................ ............................. ...... ¢...... X ¢............... ¢.............. ¢............................ ............................. ...... ¢...... X Effective April 02, 2018 Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc VALID MATRIX CODES LAB NOTES Air = A Bulk = B ........................................... ¢........................................ Dust = D Food = F ........................................... ¢......................................... Paint = P Soil = S ................................................................ Surface = SU Swab = SW ..................................................................................... Tape = T Wipe = W ............................................*.......................................... Drinking Water = DW Waste Water = WW **ASTM El 792 approved wipe media only** Q CL 0) M Q Q a N 0) T N oQ 2� N E Q0 X o Laboratory Analysis E 0 2 m E 9 Instructions o o Un J ........... ............ ............... B ............ ¢............ ¢..................................................... ........... ............ ............... B ............ ¢............ ¢..................................................... ........... ............ ............... B ............ ¢............ ¢..................................................... ........... ............ ............... B ............ ¢............ ¢..................................................... B ¢............ ¢............ ........... ............ ........... ............ ............... ............... ............ ......................................... B ............ ¢............ ¢..................................................... B ¢............ ¢............ ........... ............ ........... ............ ............... ............... ............ ......................................... B ............ ¢............ ¢..................................................... ........... ............ ............... B ............ ¢............ ¢..................................................... ........... ............ ............... B ............ ¢............ ¢..................................................... ........... ............ ............... B ............ ¢............ ¢..................................................... ........... ............ ............... B ............ ¢............ ¢..................................................... B P:(303) 964-1986 5801 Logan St, Suite 100, Denver, CO 80216 1-866-RESI-ENV F:(303) 477-4275 Page 2 of 2 www.reilab.com all work shall comply with 2012 irc, 2017 nec, colorado plumbing code DRAWING INDEX 2406 BEL AIRE, HILLCREST HEIGHTS, MELROSE MANOR AVE .35 ACRE, ELEV 5520 JURISDICTION: CITY OF WHEATRIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ZONING: R-2 AIR SETBACKS: INCH �W E O SIDE (INTERIOR): 5' UNDERLAYMENT REQUIRED W E O U Sheet 2012 EDITION INTERNATIONAL BUILDING CODE E 2012 EDITION INTERNATIONAL PLUMBING CODE AFF Number Sheet Name v 2012 EDITION INTERNATIONAL FIRE CODE v 0 A-0.0 COVER SHEET • A-2.0 UPPER LEVEL FLOOR PLANS • S 59 W 38th Ave Ave Lo a, W 32 d Ave Wildlife Sanctuary 8 W 41 st Ave GI, W 1 Lutheran Medical Center ,aa W 3Btl It3485 Garland Street Z5 rai, cj'i e - icn,-� VICINITY MAP NOT TO SCALE f WHEATRIDG€ ti CONDOS M,I a W 32nd Ave m W 32n c a Olinger Crown Hill Mortuary & Cemetery BUILDING DEPARTMENT DATA LEGAL DESCRIPTION: 2406 BEL AIRE, HILLCREST HEIGHTS, MELROSE MANOR AVE .35 ACRE, ELEV 5520 JURISDICTION: CITY OF WHEATRIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ZONING: R-2 AIR SETBACKS: INCH FRONT: 25' AD SIDE (INTERIOR): 5' UNDERLAYMENT REQUIRED REAR: 10' APPLICABLE CODES: 2012 EDITION INTERNATIONAL RESIDENTIAL CODE ARCHITECT -ENGINEER 2012 EDITION INTERNATIONAL BUILDING CODE SPEED 2012 EDITION INTERNATIONAL PLUMBING CODE AFF 2012 EDITION INTERNATIONAL MECHANICAL CODE 2012 EDITION INTERNATIONAL FIRE CODE ROOF 2017 EDITION NATIONAL ELECTRICAL CODE EFFECTS 2012 EDITION INTERNATIONAL ENERGY CONSERVATION CODE BUILDING DATA: BUILDING FORM: SINGLE FAMILY RESIDENCE 0 DEG. F CONSTRUCTION TYPE: V -B 1979 FEMA HEIGHT: 4+ 24' (APPROX . EXISTING) 35' MAX FEET 45 DEG. F NUMBER OF STORIES: TWO STORY WITH BASEMENT 30 PSF BUILDING SQ. FT.: 1,311 BASEMENT YES 1,311 MAIN LEVEL 36" 1,311 SECOND LEVEL LAV 708 ATTACHED GARAGE TOTAL: 4,641 GROSS SQUARE FEET SEPARATION: (1) HOUR REQUIRED BETWEEN GARAGE SPACES AND ADJACENT LIVING SPACES SPECIAL CONDITIONS: NONE Owner: Ross & Valery Rosenow 3485 Garland Street Wheat Ridge, Colorado 80033 303-570-4155 Ross & Valery Rosenow Ross. Rosenow@jordyconstruction.com 202001133 ROSENOW REMODEL 3485 GARLAND STREET WHEAT RIDGE, COLORADO 80033 GENERAL NOTES GENERAL SYMBOLS ARCHITECTURAL SYMBOLS 1. COPYRIGHT ROOM ALL DRAWINGS AND WRITTEN MATERIAL APPEARING NAME ROOM NAME ABOVE HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE ROOM NUMBER BELOW EXISTING DOOR TO REMAIN DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. THE EXISTING PARTITION TO REMAIN DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS — — — — — — — — — CENTERLINE OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECTS DRAWINGS AND — — — — — — — — — — — WORK ABOVE NEW PARTITION SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS OR FOR COMPLETION OF OR — — — — — — — — — — — HIDDEN WORK ADDITION TO THIS PROJECT EXCEPT BY EXPRESSED REF LINE WRITTEN AGREEMENT OF THE ARCHITECT. AE102 DOOR IN NEW PARTITION WITH DOOR 2. BUILDING CODE COMPLIANCE REFERENCE LINE NUMBER THESE DOCUMENTS HAVE BEEN PREPARED BY THE MATCH LINE _ _ _ _ _ = EXISTING PARTITION TO BE REMOVED ARCHITECT AND THE ARCHITECT'S CONSULTANTS MATCH LINE \ WITH REASONABLE PROFESSIONAL EFFORTS IN ACCORDANCE WITH APPLICABLE LAWS, STATUTES, EXISTING DOOR, FRAME, AND HARDWARE CODES, ORDINANCES, RULES AND REGULATIONS OF BREAK LINE _ _ TO BE REMOVED THE GOVERNING AGENCIES HAVING JURISDICTION OVER THE PROJECT. THESE DOCUMENTS ARE SUBJECT TO DISCRETIONARY CODE INTERPRETATION BY THE GOVERNING AGENCIES AND SUBSEQUENT 1 DETAIL C) REVISIONS MAY BE REQUIRED BY THOSE PAIR OF DOORS WITH DOOR NUMBER INTERPRETATIONS.DETAIL TITLE AE100 AE200 1/8" = 1'-0" 3. INTENT OF ALL TRADES / WINDOW 1 \ ANY DISCREPANCY DISCOVERED BY THE — — — 1 DETAIL REFERENCE CONTRACTOR(S) BETWEEN DIMENSIONS SHALL BE AE100 AE200 BROUGHT TO THE IMMEDIATE ATTENTION OF THE P1 PARTITION TYPES ARCHITECT FOR CLARIFICATION PRIOR TO FINAL BIDDING AND START OF CONSTRUCTION. 1 SECTION REFERENCE THE INTENT OF THIS DOCUMENT IS TO PROVIDE A AE100 AE200 COMPLETE BUILDING PACKAGE FOR CONSTRUCTION TYPICAL: WINDOW SYMBOL AND DELIVERY OF THIS PROJECT TO THE OWNER. IT W1 IS THE CONTRACTOR'S RESPONSIBILITY TO B BORROWED LIGHT INCLUDE ALL ITEMS NECESSARY TO COMPLETE THE1 DETAIL/SECTION NUMBER C CURTAINWALL WORK FOR SUCH DELIVERY TO THE OWNER. ALL S1 L LOUVER ITEMS SPECIFICALLY INCLUDED OR EXCLUDED IN AE100 AE200 SHEET WHERE DRAWN S STOREFRONT THE DOCUMENT ARE THE RESPONSIBILITY OF EACH W WINDOW TRADE IN ORDER TO COMPLETE THE WORK. SHEET WHERE REFERENCED 1 MOCK-UP PANEL ON SITE OF THE FOLLOWING TRADES ARE REQUIRED: GLASS & STOREFRONT LEADER OR NOTATION 4'AE-200 ' 2 ASSEMBLY, PAINTS, ROOF MATERIALS, FINISHES, 1W INTERIOR ELEVATION COLORED SEALANTS, MASONRY INCLUDING ALL 0'-0" 3 CULTURED STONE BOTH DRY LAID AND WET LAID W/ jilk LEVEL LINE USED IN ELEVATIONS COLORED GROUTS. 'qVFIRST FLOOR AND SECTIONS FOR FLOOR LINES 11701 O.AT7 >KEYNOTE TAG EL. 97'- 0" NEW ELEVATION SPOT N 1 REVISION NORTH ORIENTATION IN PLAN COLD FORMED STEEL STUD PRODUCT ID # PER STEEL STUD MANUFACTURERS ASSOCIATION 362 s 125-43 7- 71 1 COLUMN REFERENCE AND GRID MEMBER SIZE MATERIAL THICKNESS A — — LINES STYLE FLANGE WIDTH I CLIMATIC AND GEOGRAPHIC DATA ZONE ELEV 5520 SNOW LOADS WIND DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN INCH AD DESIGN TEMP UNDERLAYMENT REQUIRED HAZARDS FREEZING INDEX ANNUAL TEMP ARCHITECT -ENGINEER INT SPEED TOPOGRAPHIC AFF FROST LINE GROUND ROOF (MPH) EFFECTS WEATHERING DEPTH TERMITES 0 DEG. F YES 1979 FEMA 1500 45 DEG. F 42.9 PSF 30 PSF 105 YES SEVERE 36" SLIGHT Arch itect: Clear Creek Architects, P.C. 30772 Southview Dr. Suite 150 Evergreen, CO 80439 303-888-6253 John P. Lowe, AIA john@ccarchitects. net Mech/PI umbi ng/Electrical : Design Builder .6j. jZ' o / W at Ridge COMMUNriY DEVELOPMENT APPROVED Reviewed for Code Compliance BRANDON F 6/19/2020 Plans Examiner Date Validib 0 oennh The issuance of o permit or gpprowJ of plans specykatlam and computabons shall not be a perm/t for, Or an approval of, ony violabon to any of the provisions aj the building code or of a(W My ordinances. Aermlts presuming to grow outhorlty to walao or taneel the provisrons of the tltrtV" Odes or other ordinoom of the City shall not be v0d. ABBREVIATIONS � 7"I'e'ar Cfeek A r c h i t e c t s Architecture - Planning - Interior Design Clear Creek Architects, P.C. 30772 Southview Dr. Suite 150 Evergreen, CO 80439 @ AT ID INSIDE DIAMETER ACT ACOUSTICAL TILE IN INCH AD AREA DRAIN INSUL INSULATE(D)(ION) AE ARCHITECT -ENGINEER INT INTERIOR AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT JT JOINT APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE L LENGTH ARCH ARCHITECT(URAL) LAV LAVATORY LF LINEAL FEET BD BOARD BIT BITUMINOUS MAX MAXIMUM BLDG BUILDING MECH MECHANIC(AL) BLK BLOCK MET METAL BLKG BLOCKING MDF MEDIUM DENSITY BM BEAM FIBERBOARD BOT BOTTOM MFR MANUFACTURE(R) B.O. BOTTOM OF MIN MINIMUM BRG BEARING MISC MISCELLANEOUS BRK BRICK BUR BUILT UP ROOFING (N) NEW N NORTH CEM PL CEMENT PLASTER NA NOT APPLICABLE CHEM CHEMICAL NIC NOT IN CONTRACT CJ CONTROL JOINT/ NO NUMBER CONSTRUCTION JOINT NOM NOMINAL CL CENTER LINE NTS NOT TO SCALE CLNG CEILING CMU CONCRETE MASONRY UNIT OC ON CENTER(S) COL COLUMN OD OUTSIDE DIAMETER CONC CONCRETE OH OVERHEAD CONF CONT CONFERENCE CONTINUE(OUS) OPH OPP OPPOSITE HAND OPPOSITE PERMIT SET CPT CARPET(ED) CT CERAMIC TILE PERP PERPENDICULAR 06/16/2020 PL PLATE DEMO DEMOLISH(TION) PLAM PLASTIC LAMINATE DET DF DETAIL DRINKING FOUNTAIN PR PT PAIR PRESSURE TREATED c[�ozI OG O� r D� DIA DIM DIAMETER DIMENSION QT QUARRY TILE~��0 DIV DIVISION DN DOWN R RISER/RADIUS CO J DR DOOR RD ROOF DRAIN DWG DRAWING(S) REC RECESSED REINF REINFORCE(D)(ING) 4943 E EAST REQ REQUIRED% 06/16/2020. V EA EACH RES RESILIENT 4A _ . EJ EXPANSION JOINT REV 511nj�iv�1 EL ELEVATION RM ROOME(SION)(D) U I`11� ELEC ELECTRIC(AL) RO ROUGH OPENING ELEV ELEVATOR EQ EQUAL S SOUTH EQUIP EQUIPMENT SC SOLID CORE EWC ELECTRIC WATER COOLER SS SOLID SURFACE (E) EXISTING SECT SECTION EXTG EXISTING SIM SIMILAR EXP EXPOSED SPEC SPECIFICATION(S) EXT EXTERIOR SQ SQUARE ST.STL. STAINLESS STEEL FDN FOUNDATION STRUCT STRUCTURAL FE FIRE EXTINGUISHER SYS SYSTEM FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR T TREAD FHC FIRE HOSE CABINET THK THICK(NESS) FIN FINISH(ED) TO TOP OF FIXT FIXTURE TYP TYPICAL FL FLOOR FD FLOOR DRAIN UC UNDERCUT FO FACE OF UL UNDERWRITERS FT FOOT/FEET LABORATORY FTG FOOTING LINO UNLESS NOTED OTHERWISE FV FIELD VERIFY VCT VINYL COMPOSITION TILE GA GAGE/GAUGE VERT VERTICAL GALV GALVANIZED VTR VENT THRU ROOF GL GLASS/GLAZING VWC VINYL WALL COVERING GYP.BD. GYPSUM WALL BOARD GYP GYPSUM W WEST/WIDTH W/ WITH HA HANDICAP ACCESSIBLE W/0 WITHOUT HDW HARDWARE WP WORK POINT HM HOLLOW METAL HR HOUR EQUIPMENT DESIGNATIONS: HT HEIGHT/HIGH O.S.O.I. OWNER SUPPLIED OWNER HVAC HEATING, VENTILATING AND INSTALLED. AIR CONDITIONING O.S.C.I. OWNER SUPPLIED CONTRACTOR INSTALLED O.S.V.I. OWNER SUPPLIED VENDOR INSTALLED C.S.C.I. CONTRACTOR SUPPLIED CONTRACTOR INSTALLED Contractor Contractor T.B.D. Wheat Fridge ifding ROSENOW REMODEL CCA PROJECT # 2020-0004 co alarms shall be within 15 feet of sleeping rooms CENTER NEW WINDOW BTWN NEW TOILET RM WALL AND EXTG WALL ENLARGE EXISTING OPENING FOR 5 1/2" 4'- 1" NEW WINDOW. V.I.F. R.O. WORK AREA o O, 0�, �/ � 0: / MSTR BATH BEDROOM 2 NO WORK ; \ , F L MSTR CL REMOVE EXTG SURFACE MOUNTED LIGHTS. REPLACE W/ CAN LIGHTS. MAINTAIN EXTG SWITCHING. BEDROOM 209 NO WORK smoke alarms shall comply with 2012 irc and be interconnected MASTER BEDROOM 204 202 ; REMOVE EXTG TREADS 1 AND RISERS ' 3'-0" WORK AREA 3 /2" , , LLA 11111 BATH 208 L -1 FER U77 ---L— r..............•---........•••• ....... y 2/28/2020 � , 1❑ CHK'D BY JPL I WET LOCATION T J L17/1 , RECESSED CAN 77277 L Q ---------------� O ' L0 LL; ; w0 �J 0� p 1 STAIRS F - - ; JSRF- Z Lj3: ff Vnn^ LL w O Qo , 200DN Z NEW FREESTANDINGo �i V Q VJ O TUB 1 OFFICE > Co :1 —,SRF ; i $RFS L L — — — — — — — — — — — — — — — — — — — — — .............••-...•. REMOVE ........•---••..� RAILING , I HALL \RFS R 201 ------+-----Il------ ----------------------- 3 /2" , , LLA 11111 BATH 208 L -1 FER U77 ---L— r..............•---........•••• ....... y 2/28/2020 � , 1❑ CHK'D BY JPL SHEET FILE WET LOCATION T J L17/1 , RECESSED CAN W L Q ---------------� O ' L0 LL; ; w0 �J 0� p FOR TUB - c� >: F - - �W I..f_ Z Lj3: ff Vnn^ LL w O Qo , W Z NEW FREESTANDINGo �i V Q VJ O TUB , OFFICE > Co , ; L ----------------- ---- -- -- - --- - ------ -J L.......... ...J ' WORK AREA 5' 2" R.O. - 4" - - V.I.F. V. 1. RELOCATE NEW WINDOW TO SOUTH SO NEW OPENING IS CENTERED ON EXTERIOR WALL BETWEEN EXTG WINDOWS. 2 UPPER LEVEL - DEMOLITION A-2.0 1/4" = 1'-0" N NEW RAILIN AT OPENIN FACE( EXTG Wk I WINDER TREA STRINGI W1 DOUBLE OR SINGLE HUNG W2 SECOND FLOOR NOTES: 1) VERIFY ALL ROUGH OPENINGS 2) OPERABLE LITES TO HAVE INSECT SCREENS 3) CUSTOM SIZED WINDOWS BASED OFF OWNER REQUSET DATED 04/01/2020 1/2" 1" 4 HARDWOOD TOP RAIL A-2.0 12" = 1'-0" 6 STAIRS - ELEVATION A-2.0 A-2.0 1/2" = 1'-0" JCVV KAILII\IU T.O. UPPER SUBFLOOR 108' - 11 5/8" T.O. MAIN SUBFLOOR 100'-0" v co bo DARK STAIN WHITE OAK HANDRAIL TOP PATCH, REPAIR AND CENTER WINDOW ON WALL PAINT EXTERIOR CEDAR LAP SIDING RELOCATE EXTG TOILET WORK showerhead locations shall comply with colorado plumbing code IN CVV VHlvl 1 Y UCr 11-1 COUNTERTOP AND SINKS 1 UPPER LEVEL - NEW WORK A-2.0 1/4" = 1'-0" FASTEN PICKETS TO FLOOR OR TREADS 3 RAILING - TYP A-2.0 1/2" = 1'-0" SQUARE VERTICAL WD SQUARE NEWEL PICKETS PAINTED WHITE POSTS 11'- 9 3/4" V.I.F. 3'- 5 3/4" jo V.I.F. STRINGER FACE OF ;: — I I I I 1 EXTG WALL 1 z o g J STRINGER WAL 1LINE U 1i o o I 3'-0" "MIN. _CLR. MIN. EXPOSED TREADS THIS SIDE UT 2R@711/16" 1T@10" SQUARE NEWEL POSTS AT ENDS AND CORNERS. 0 ih " NOSING, NEW CONTINUOUS RAILING MOUNTED TO TREADS BEL( OUTLINE OF FLOOR OPENING ABOVE *FIELD VERIFY ALL DIMENSIONS BEFORE CONSTRUCTING STAIRS* 5 STAIRS - PLAN A-2.0 1/2" = 1'-0" CA l ko I V I LC I TO REMAIN 1 PATCH, REPAIR & PAINT EXTERIOR N CEDAR LAP SIDING R311.7 STAIRWAYS NOTE: 1.) NOT ALL CONDITIONS SHOWN BELOW ARE APPLICABLE TO THE SCOPE OF WORK. .� ; 4"' , ; MSTR CL 205 R311.7.1 WIDTH STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. R311.7.2 HEADROOM HEADROOM IN STAIRWAYS SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.3 VERTICAL RISE FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 INCHES BETWEEN FLOOR LEVELS OR LANDINGS. R311.7.5 STAIR TREADS AND RISERS R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 7 3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITHIN THE WALKLINE. R311.7.5.3 NOSING 3MIN A NOSING PROJECTION NOT LESS THAN 3/4 INCH AND NOT MORE 1 1/4" /44" MAX THAN 1 1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. R311.7.6 LANDINGS FOR STAIRWAYS THERE SHALL BE A FLOOR OR LANDING AT THE STAIR WIDTH A TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR SHALL m MIN BE PERMITTED PROVIDED THAT THE DEPTH AT =WIDTH A THE WALK LINE AND THE TOTAL AREA IS NOT o m LESS THAN THAT OF A QUARTER CIRCLE WITH A � z_ F RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT �U) RUN, THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES. R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT HEIGHT: HANDRAIL HEIGHT MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. R311.7.8.2 CONTINUITY 1 1/2". HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER z OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL M POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN WALL AND THE HANDRAILS. windows shall comply with section 308 of 2012 irc PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF GYP BD UNLESS NOTED OTHERWISE. 2. GYPSUM WALL BOARD FINISH TO BE COORDINATED WITH OWNER &GENERAL CONTRACTOR. 3. VERIFY/ MATCH THICKNESS OF EXTG WALLS - ASSUMED TO BE 1/2" GYP W/LATH & PLASTER. V.I.F. 4. PAINT ALL AREAS DISTURBED BY CONSTRUCTION. OWNER TO SPECIFY COLOR. 5. REPLACE FIXTURE AND REPAIR CEILING WATER DAMAGE AT FOYER DEMOLITION NOTES 1. REMOVE ALL EXTG FLOOR FINISHES AND BASE IN AREAS OF WORK INCLUDING TILE AT ENTRY. 2. REMOVE EXTG DOORS AND FRAMES AS INDICATED. 3. REPLACE EXTRY DOOR W/ SIDE LIGHTS ON MAIN LEVEL FLOORING NOTES 1. REPLACE TILE IN ENTRY FOYER ON MAIN LEVEL. CLIENT TO FURNISH AND INSTALL. 2. REPLACE ALL CARPET ON UPPER LEVEL. CLIENT TO FURNISH AND INSTALL. 3. REFINISH EXISTING HARDWOOD FLOORS IN OFFICE ON UPPER LEVEL. WORK TO BE DONE BY CLIENTS SUBCONTRACTOR. ADD ALT: REPLACE WOOD BASE ON UPPER FLOOR ADD ALT: REPAIR OR REPLACE RADIATOR COVERS. V.I.F. LEGEND EXISTING WALLS F - DEMO WALLS I NEW WALLS HEADER INFO: (2) 2X8 DOUG FIR #2 WITH 1 TRIMMER AND 1 KING STUD EACH SIDE (3) 2X10 DOUG FIR #2 WITH 2 TRIMMER AND 2 KING STUD EACH SIDE ELECTRICAL LEGEND 2/28/2020 -F/L- 1❑ CHK'D BY JPL SHEET FILE WET LOCATION T NEW WALL RECESSED CAN W Q Z Q O MOUNTED FAUCT L0 LL; ; w0 �J 0� p FOR TUB - c� >: F - - �W I..f_ Z Lj3: ff Vnn^ LL w O Qo W Z NEW FREESTANDINGo �i V Q VJ O TUB LJJ w > Co i , I , \\ ; MASTER BEDROOM 2 210 BEDROOM 204 MSTR BATH N NEW NO WORK ; 3' - 2" 202 DOOR; INFILL 22" HEIGHT WALL -101 ; ---- WALL SHOWER GLASS TO ; - ___- CONINUE TOE WALL ECS _ �EQor 0 CLR b ; 18" H BE v I NEW WD 8'- 6" o F ------ G GI SHELVES -••• - ,. ..... 2668 ' SHOE RACK y \ TAIRS F111 — - - - �e DN \ 200 STAIR PLAN S EE 5/A2. 6 1 -1 2.0 N ; INFILL NEW RAILINGON HALL WALL ® 201 INFILL ; \ \� WALL 'ROD j AND SHELF \ BEDROOM 3 , \ 209 REPLACE SHELVES & ; L - ------- - - \ — EPAIR WALL OFFICE 0 � 1 NO WORK \ ` 206 ; LU � i 00 BATH LU 4.. GFCI 2 V.I.F.' r . .......... EQ ... . ....... ... . J EQ L.. ..... ........ ------------ -- ----z zi 3'-10" IN CVV VHlvl 1 Y UCr 11-1 COUNTERTOP AND SINKS 1 UPPER LEVEL - NEW WORK A-2.0 1/4" = 1'-0" FASTEN PICKETS TO FLOOR OR TREADS 3 RAILING - TYP A-2.0 1/2" = 1'-0" SQUARE VERTICAL WD SQUARE NEWEL PICKETS PAINTED WHITE POSTS 11'- 9 3/4" V.I.F. 3'- 5 3/4" jo V.I.F. STRINGER FACE OF ;: — I I I I 1 EXTG WALL 1 z o g J STRINGER WAL 1LINE U 1i o o I 3'-0" "MIN. _CLR. MIN. EXPOSED TREADS THIS SIDE UT 2R@711/16" 1T@10" SQUARE NEWEL POSTS AT ENDS AND CORNERS. 0 ih " NOSING, NEW CONTINUOUS RAILING MOUNTED TO TREADS BEL( OUTLINE OF FLOOR OPENING ABOVE *FIELD VERIFY ALL DIMENSIONS BEFORE CONSTRUCTING STAIRS* 5 STAIRS - PLAN A-2.0 1/2" = 1'-0" CA l ko I V I LC I TO REMAIN 1 PATCH, REPAIR & PAINT EXTERIOR N CEDAR LAP SIDING R311.7 STAIRWAYS NOTE: 1.) NOT ALL CONDITIONS SHOWN BELOW ARE APPLICABLE TO THE SCOPE OF WORK. .� ; 4"' , ; MSTR CL 205 R311.7.1 WIDTH STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. R311.7.2 HEADROOM HEADROOM IN STAIRWAYS SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.3 VERTICAL RISE FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 INCHES BETWEEN FLOOR LEVELS OR LANDINGS. R311.7.5 STAIR TREADS AND RISERS R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 7 3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITHIN THE WALKLINE. R311.7.5.3 NOSING 3MIN A NOSING PROJECTION NOT LESS THAN 3/4 INCH AND NOT MORE 1 1/4" /44" MAX THAN 1 1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. R311.7.6 LANDINGS FOR STAIRWAYS THERE SHALL BE A FLOOR OR LANDING AT THE STAIR WIDTH A TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR SHALL m MIN BE PERMITTED PROVIDED THAT THE DEPTH AT =WIDTH A THE WALK LINE AND THE TOTAL AREA IS NOT o m LESS THAN THAT OF A QUARTER CIRCLE WITH A � z_ F RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT �U) RUN, THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES. R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT HEIGHT: HANDRAIL HEIGHT MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. R311.7.8.2 CONTINUITY 1 1/2". HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER z OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL M POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN WALL AND THE HANDRAILS. windows shall comply with section 308 of 2012 irc PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF GYP BD UNLESS NOTED OTHERWISE. 2. GYPSUM WALL BOARD FINISH TO BE COORDINATED WITH OWNER &GENERAL CONTRACTOR. 3. VERIFY/ MATCH THICKNESS OF EXTG WALLS - ASSUMED TO BE 1/2" GYP W/LATH & PLASTER. V.I.F. 4. PAINT ALL AREAS DISTURBED BY CONSTRUCTION. OWNER TO SPECIFY COLOR. 5. REPLACE FIXTURE AND REPAIR CEILING WATER DAMAGE AT FOYER DEMOLITION NOTES 1. REMOVE ALL EXTG FLOOR FINISHES AND BASE IN AREAS OF WORK INCLUDING TILE AT ENTRY. 2. REMOVE EXTG DOORS AND FRAMES AS INDICATED. 3. REPLACE EXTRY DOOR W/ SIDE LIGHTS ON MAIN LEVEL FLOORING NOTES 1. REPLACE TILE IN ENTRY FOYER ON MAIN LEVEL. CLIENT TO FURNISH AND INSTALL. 2. REPLACE ALL CARPET ON UPPER LEVEL. CLIENT TO FURNISH AND INSTALL. 3. REFINISH EXISTING HARDWOOD FLOORS IN OFFICE ON UPPER LEVEL. WORK TO BE DONE BY CLIENTS SUBCONTRACTOR. ADD ALT: REPLACE WOOD BASE ON UPPER FLOOR ADD ALT: REPAIR OR REPLACE RADIATOR COVERS. V.I.F. LEGEND EXISTING WALLS F - DEMO WALLS I NEW WALLS HEADER INFO: (2) 2X8 DOUG FIR #2 WITH 1 TRIMMER AND 1 KING STUD EACH SIDE (3) 2X10 DOUG FIR #2 WITH 2 TRIMMER AND 2 KING STUD EACH SIDE ELECTRICAL LEGEND SURFACE �� MOUNTED LIGHT ADJUSTABLE 6" RECESSED CAN GFCI GROUND FAULT CIRCUIT INTERRUPTER 777777 SINGLE SWITCHco WALL MOUNTED SCONCE c THREE WAY SWITCH M Wheat Ridge Hding 0 2' 4' 8' 12' 1� �I a I ' r lear Creek A r c h i t e c t s Architecture - Planning - Interior Design Clear Creek Architects, P.C. 30772 Southview Dr. Evergreen, Colorado 80439 C0( � J r 4943 � C 06/16/2020 �t-V `SED AR��`� 2/28/2020 -F/L- FAN / LIGHT CHK'D BY JPL SHEET FILE WET LOCATION T ADJUSTABLE 6" RECESSED CAN SURFACE �� MOUNTED LIGHT ADJUSTABLE 6" RECESSED CAN GFCI GROUND FAULT CIRCUIT INTERRUPTER 777777 SINGLE SWITCHco WALL MOUNTED SCONCE c THREE WAY SWITCH M Wheat Ridge Hding 0 2' 4' 8' 12' 1� �I a I ' r lear Creek A r c h i t e c t s Architecture - Planning - Interior Design Clear Creek Architects, P.C. 30772 Southview Dr. Evergreen, Colorado 80439 C0( � J r 4943 � C 06/16/2020 �t-V `SED AR��`� DATE 2/28/2020 C`7 ETG CHK'D BY JPL SHEET FILE W Q Z Q O w0 �J 0� p Ov O �W I..f_ Z Lj3: ff Vnn^ LL w O Qo W Z QUj� V Q VJ O Lr) 00_ LJJ w I..f_ Co DATE 2/28/2020 DRAWN BY ETG CHK'D BY JPL SHEET FILE COPYRIGHT 2020 CLEAR CREEK ARCHITECTS, INC. SHEET NUMBER: A=2mO CCA PROJECT # 2020-0004 c 1Z-7 4�3 4 �W f -"Jr I NSPECT1 O 4 -RE ---CARD-_ -, tie INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUE'ST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancti°Type Inspections will not be performed unless this card is posted on the project site. .**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Lath / Wall Tie Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors / Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY Off' WHEATAIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE InsnPr- inn TvnP- �� G. Job Address: -3 (<5— I�V'L I ,-j ti4 Permit Number: 2. ©/ i I � ❑ No one available for inspection.: -.Time %'� 1 AM/PM Re -Inspection required: Yes' No� l When corrections have been made, `calf for re -inspection at 303-234-5933 Date: Inspector: L' , DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ML Job Address: Permit Number: '2 012C, C, d x'640 Z 14,No one available for inspebfi��on: Time 4 AM/PM Re -Inspection required-/" Yeses No t When corrections have been made, call for re-inspQtion at 303-234-5933 Date: `t�' Inspector:: t it DO NOT REMOVE MIS 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: `, �/ �� Irl. �� S ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No r' When corrections have been made, call for re -inspection ate 33-234-593 Date: ' Inspector: City of Wheat Ridge Residential Roofing PERMIT - 201706002 PERMIT NO: 201706002 ISSUED: 08/12/2017 JOB ADDRESS: 3485 Garland ST EXPIRES: 08/12/2018 JOB DESCRIPTION: Residential Re -roof to install OC Duration asphalt shingles - 37 sq *** CONTACTS *** OWNER (303)570-4155 ROSENOW ROSS SUB (303)862-5582 MARVIN LEACH 170458 RESTORE CONTRACTING INC *** 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: 15,358.54 FEES Total Valuation 0.00 Use Tax 322.53 Permit Fee 299.401 ** TOTAL ** 621.93 ?" *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201706002 µ PERMIT NO: 201706002 ISSUED: 08/12/2017 JOB ADDRESS: 3485 Garland ST EXPIRES: 08/12/2018 JOB DESCRIPTION: Residential Re -roof to install OC Duration asphalt shingles - 37 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I fu er attest that I am legally authorized to include all entities named within this document as parties to the work to be performed an at all work t e performed 's disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER dr VONTRACTOR (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 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 Offcial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code. or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. [fl M— 1 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 7VI7C600 , From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 8, 2017 2:34 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application 1 This application is exclusively for new permits for residential roofs and for licensed n contractors only. This type of permit is ONLY being processed online --do not come ---, to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process (A varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3485 Garland St., Wheat Ridge, CO 80033 ku— Property Owner Name Ross Rosenow Property Owner Phone 303-570-4155 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract ross@jordyconstruction.com Yes Rosenow - Contract.pdf CONTRACTOR INFORMATION Contractor Business Name 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) Contractor Address (Primary address of your business) Restore Contracting Inc 170458 303-862-5582 1010 10th St, #101, Golden, CO 80401 Contractor Email Address hsimp1212@yahoo.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of 37 the entire scope of work: e$1E5,358.54> hsimp1212@yahoo.com Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? No / 0) Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No Yes 37 OC Duration Asphalt House and Garage: Tear off existing shingles. Replace with new shingles. SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 3 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Thomas Simpson Email not displaying correctly? View it in your browser. CONTRACT/NG /NC - 101010th St Suite 101 Golden, CO 80401 Office Phone: 303-862-5582 www. restorecontractinginc.com Name C�SC v(l Phone _✓�,�- Jl , Addressnn Mobile l-+ l`� J City / State /Zip WkAl X1033 Email Gid ��-� �� n>✓ RCIresenta v � y Ph nQemail Restore Contracting to furnish all material and labor necessary to complete therfollowing: 1 . Tear Off: House Garage Porch Other #Layers Pitch 2. Protect siding, bushes, pool and yard with plywood and tarps when possible. Use roller magnet on yard and driveway. 3. Remove all vents, valleys and flashing as necessary to complete job. Haul debris from property. 4. Replace all rotten or damaged decking at rate of $58.00 per 4X8 sheet. Re -deck. 5 Remove all roofing nails as needed and re -nail any loose boards. 6 Cover entire roof area with Synthetic underlayment. 7. Install extra wide metal in valleys. W valley color 8. Install Shingles GAF _Owens Corning_Certainteed _Color Style Lmt LFT Warranty. 9. Install Pipe Flashings Galvanized stack Damper vent 10. Install new / reuse drip -edge. Color Re -flash Chimney 11. Siding: Aluminum Vinyl Steel Other 12. Misc. per Insurance scope of work see contract addendum. TERMS: This agreement is for full scope of insurance proceeds and is subject to insurance company approval. This does not obli- gate the homeowner or Restore Contracting unless the repairs are approved by the owners insurance company. By signing this agreement, the owner authorizes Restore Contracting to pursue the owners best interest for all repairs at a price agreeable to the insurance company and Restore Contracting at NO ADDITIONAL COSTS TO THE HOMEOWNER EXCEPT FOR THE IN- SURANCE DEDUCTIBLE. The final price agreed on between the insurance company and Restore Contracting shall become the final contract price of full scope of insurance proceeds. The specifications set out herein on the reverse side hereof to accom- plish the replacement or repairs. I hereby authorize Restore Contracting to negotiate with my insurance company for all proper- ty damage repairs and costs of those repairs to be completed at the above address. All work to be performed by Restore Con- tracting and will follow the scope of work agreed upon with the insurance carrier. Unless agreed upon in writing with the Home - Owner and Restore Contracting. All supplemental payments are to be paid to Rest re Contracting Inc j Insurance Co. S Claim #�:% Represents ' e Contract Price � � � � • el r� X Date Not including any supplements, permits and fees. Propertyw eerr/Rep. Co -Owner X �' /, X Date ��_. i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office (303) 237-8929 Fax INSPE/C�TIION NOTICE Inspection Type: y Job Address: �� tl;lglt l Ay"Vo s x— Permit Number: Z 0/'10 t� G ❑ No one available for inspection: TimeAM/PM Re -Inspection required: s-' No r When corrections have been made, call for re-inspectign gt,303-234-5933 Date: f `� Inspector: �df s DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line _J (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: i t 'rl'slw, av Job Address: Permit Number: ❑ No one available for inspection: Time AWPM Re-Inspection required: Yes 6;:,- When corrections have been made, call f*or` re-Inspection at 303-234-5933 Date: y` " Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 105~4-d Job Address: 3` S,5 444.&~_o 5r" Permit Number: C29v2 2 rs~JAl7<~/t rya .fy- ~~°e>ad%~' ,d a',~?ESESr~~ rep {1~.ni r"Ord ~6UFL . ~.as5d'l~'7~!d .LA< .~.as6-m Bsd¢ .dr*"/3r~+r°'A? i (1 k ❑ No one available for inspection: Time l .'Is' AM/PM Re-Inspection required: (S_ No "When corrections have been made, calf for re-inspection at 303-234-5933 Date: VIV1,©9' Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE r Building Inspection Division (303) 234-5933 Inspection line ~JJ (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: l,' fJ- r Job Address/Permit Number: 44440.11C-44_ 32 f° Li IVU U1 1C avallaulC lul if IOPJ Uuul I. 11111C Rrl HIVI/fir 1V1 J. Re-inspection required: Yes o) When corrections have been made, call for re-inspection at 303-21 5933 Date: Inspector. DO NOT REMOVE THIS NOTICE oeW"EgrR City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 c T ° Inspection Line: 303-234-5933 OtORP~ ~ Building Permit Application Date: V6 Jq Plan Permit 0616,-' .4~ Property Address: r 7 Property Owner (please print): any Phone: (o3S=7~' Mailing Address: (if different than property address) Address City, State, Zip: Contractor: y~ ie / Cy Contractor License Phone: Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Use of space (description):C Desc .ption of work: Xl ~ V~ 9Gw•r+L .SSG! Sq. Ft./L.Ftadded: Squares:!, Construction Value: $ (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ Gallons Amps _ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCEONE:: (OWN E ((6ONTRACTOR) o PERSONAL REPRESENTATI of (OWNE (CONTRATOR) PRINT NAME: S SIGNATURE: _ Date: DEPARTMENT USE ONLY ZONING-COMMENTS:. Zoning: Reviewer PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS Reviewer:. - BTU's s ❑ disapproved ❑ no review required OCCUPANCY: Bldg Valuation: FIRE DEPARTMENT:: ❑ approved ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Far INSPECTION NOTICE Inspection Type: Job Address: 4 Permit Number: 12 ~4> / cz z Z 12- ❑ No one available for Re-Inspection required: Yes *When corrections have been mai Date: i9 Inspector: _ DO NOT REMOVE AM/PM re-inspection at 303-2345933 NOTICE ' City of Wheat Ridge roooor_ Residential Electric PERMIT - 090192 PERMIT NO: ` 090192 ISSUED: 03/10/2009 IOB ADDRESS: 3485 GARLAND:. ST r EXPIRES.: 09/06/2009 DESCRIPTION:: 200 amp service change; CONTACTS >wner 303/434-0734 Ross Rosenow t* PARCEL 'INFO 'ONE ;CODE: UA -'USE: UA 'UBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT :VALUATION: `1,000.00. FEES Permit Fee 50.40 Total Valuation .00 Use Tax 18.00 TOTAL **-68.40 .onditions: lust comply w/ 2003 -.IRC & 2005 NEC. ubject to field inspections. 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 ofwheat -Ridge or covenants, easements or restrictions: of record, that all peas ements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this app i ation and that I assu full responsibility for compliance with the Wheat 'Ridge Building Code '(I B.C) and all other ap i able rhea ~i e Or ice or work under this permit. Tans -.subject to field inspection. Q >d. ature of contracto owner date This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat :Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. If this permit expires, 'a new permit may be acquired for a fee ofone-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or rabandonment' has not exceeded one l(1) year. "If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall bepaid for anew permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty four (24): hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job.:' The issuance of a permit. or the approval of drawings and specifications shall: not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any 'other ordinance, law,::.rule or regulation. W HEgT of R City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 v ?yr' ; m Office: 303-235-2855 ` Fax: 303-235-2857 - o Inspection Line: 303-234-5933 OtORP~ Building Permit Application Property Address: 0"; Aay-/2Ad - 1l-Property Owner (please print): Mailing Address: (if different than property address) Address: Date: 51 Plan Permit i 0L)L Phone:3 1'/3q- 0 City, State, Contractor: ACC- 4-4 PylI'- S Contractor License Phone: 203 4166 • 2j 9ca (p Sub Contractors: Electrical City License Company: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): construction Value: $ i. 000.00 Description of work: A h ~In t/IGe ~Q (as calculated per the Building Valuation Data sheet) 2 me,+1'5 ore 6), Gf ~a~~enf t (fAC (r I Plan Review (due at time of submittal): $ fUr JPStcttT5 f0 OAf ~Ylctc~ 9nd me&)( 2oo4"'P~ eNV~~. ?hl,5W/W ~ N t/~Od~~ade FEE v~ i t. L.Ft a d. Square G~df~BTU's Gallons Amps .200 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed, by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCEONE:: (ail OWNER) (CONTRAC~~T/O/R~~)~~ or PERSONALREPRE NTATIV o (O ER) (CONTRATOR) PRINT NAME: % & / U. SIGNATURE: ~ • / WL- Date: 3 0/ DEPARTMENT USE ONLY ZONING COMMENTS: - Zoning: Reviewer PUBLIC WORKS COMMENTS: Reviewer BUILDING DEPARTMENT COMMENTS' Reviewer FIRE DEPARTMENT:: ❑ approved wf comments ❑ disapproved ❑no review; required OCCUPANCY: I Bldg Valuation: $ 1 ~1!JlIi~.I~!,l/"""m..m~ ,.,J.-;.I...II"I,~""""""",^"",'I!~.."1",,1~,,4i\!! "'. ,,,;~,,,,,,,,,~,,,,,,,~,,.,~,,,,~,;i. L,."" ". .". "',y'T'''''''''"!'''''''''' ,,,.""'4',,".~.,...m,,,' ",~Il,,,, 11lrI11i""""...", DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 7279 '" BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RtDGE Date: 6/15/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 t. . Properly Owner: Properly Address: 3485 Garland Contractor License No.: 17178 Company: Good Plumbing Service Co., Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 235-0396 Phone: 455 4307 (OWNER)(CONTRACTOR) SIGNED DATE Total: $500.00 $22.00 $0.00 $7.50 $29.50 Construction Value; Permit Fee: Plan Review Fee; Use Tax: . I hereby cer1ily that the setback dlstanoes proposed by this permtt application are accurate, and do not violate applicable ordlnsnces, rules Or regulations 01 the City 01 Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have reed and agree to abide by sK condttlons printed on thls application, and thot I assume IuK responsibility Ior'COmplisnce wKh the Wheat Ridge Building Code (U.B.C.) and all other appllcabl8 Wheat Ridge ordlnsnces, lor work under this permtt. Use: Description : Sprinkler tap outside BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval; Occupancy : Walls: Roof: Stories: Residential Units : Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval : Expiration Date : Approval : (1) This permit was ISIUed In acc:on:tancewith the provisions set forth In yopur application and is subieCtto the laws of the State ofCotorado and to the Zoning Regulations and Buifding COde of Wheat Rickie, COtonldo or any other appllcabte ordinances of the City. (2) Th" permit shan ""plre R (AI the wort< aulhoriZed Is not commancod within sixty (60) days from Issue date or (8) the building authortzed "suspended or abandoned lor a peri~oIl~O d s. (3) If this permit expires, a.new . may be acquired for a fee or one-half the amount normally required. provided no changes have been or wlH be made in the original plans and 8 . . and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment axcaads one (I) year. fuIl_ shall be paid lor a new pennll (45) No work of anymanner-shatf be done that win change the natural flow of water causl~ a drainage problem. () Contractor shall noIIIy the Building Insoectorlwenty-four (24) hours In advance lor all mspectlons and shalllllCOiva written approval on Inspection card before proceedilng with succesaive 01 the Job. (6) The issuance ofa permit or approval of drawings and specifk:ations shall not be construed to be a permit for. nor an approval of, any violation of the provisions ilding COdes a inance, law. rule or regu . . Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Buildrng r'ermil Number: Dale: 1.9-/5 -q 8 Property Owner :-.:x,\Y)~ Cl-,'JClCZf'f^ ,0 Property Address: '2, L\ 't, S ~ '( \ ~Y"0. . Contractor License No.: \ t [1 Company : 'f'J\ \ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AG Ph6ne:~5- [)3c"Lo Phone: LYS5-~3b I hereby certify Ihlt the letblck dlllsncel propoled by thll permn Ippllcallon Ire Iccurale, Ind do not violate spplicable ordinancel, rulel or regulatlonl 01 the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are .ccurale: that I have read and .$free to abide by all condiUons printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.8.C.) and all other applicable Wheat Ridge ordinances. for work under this permit. (OWNER)(CONTRACTOR) SIGN~/)ryL)Lh~ DATE~~ Construction Value: ~_ Permit Fee: Use Tax: Total: $0.00. Use: Description : ~~~8;d-t. BUilDING DEPARTMENT USE ONLY .~~], I ro 1'_l\!!oJ iilll1;)ll.1i SIC: Sq. Fl: Approval: Zoning: EIJIlRlUJDlUOmmBnlS3 Approval: ~ I. f:\ . i~\:;~ ~ Approval: Occupancy : Walls: Roof: Stories: Residential Units: Electrical license No : Company: Mechanical License No : Company: ExpIration Date: Approval: Expiration Date: Approval: (1) This pennfI was Issued In aecontance with the provisions set forth In yopur apptlc8tion and Is sublect to the IIWs of the Stlte of Colorado and to 1M Zoning Regulations and BuRdlng Code of Wheal Ridge. Cotorado or Iny OIher .pp1icabl'e ortIlnanoes of the City. (2) This pennlt Shall expl", II (A) the work 1_00 Is not "",.."6need within slxty (eO) days from Issue dale'" (B) the bCJtldlng 1_00 Is IUSpended '" abandoned for a period or 1 20 days. (3) II this pennlt eocplf'", I new permll may be ec:qulred r", I I.. of one-hOlI the lmount nonnal1y requloed. plO'ticled no chlngel "".. been '" will be INIde In the original p4ans and lpedficatfons and any .uspenslon or abandonment has not exceeded one (1) year. It changes are made or If suspension ot abandonmenI exceeds one (1) year, run fee. shell be paid for a new permit. . 145) No WOlf( of any manner shall be done that will chanliJe the natural now of waler causing a drainage problem. I eon"d'" """" noUfy the Building Inl_ twenty-lour (24) houB In _nee "" IlIlnspedions Ind """" _ wrttton IpptOVIl on InspedIon coni before DrOCeediIng with Iuc:ceSStve Dhases of the Job. (e) The Issuance of I pennit or the Ipprovel of drawlngs and spedIlcatlons sha" not be construed 10 be a permit for. nor In approval of. any vIoIatton of the PfOYbkwtl of the building codes or any other ordinance. law. Me or ~ulation. . Chief Building Inspector For Mayor . THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUilDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION