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HomeMy WebLinkAbout4435 Carr Street► � ISP i CITY OF WHEAT RIDGE - _��9�Building Inspection Division y (303) 234-5933 Inspection line '(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Dws Job Address: �i ii Cid T Permit Number: 2U1 --? ao 0 10 ❑ No one available for inspection: Time 1 69%-5 &PIVI Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: 711311-7 Inspector: CA DO NOT REMOVE THIS NOTICE 0/70 (toz� INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type kip, f 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 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 / • Q , 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 o S e )-7 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 OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� ° - 1 .., a l Job Address: L/ 113 - Cc. f- S4 Permit Number: /n0 1 -7 o '-/0 a �l ❑ No one available for inspection: Time `�= 3� M Re -Inspection required: Yes 9 (1 When corrections have been made, call for re -inspection at 303-234-5933 Date: is /s 1) -2 Inspector: -7-6 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: & - / l d Job Address: �� �l 'Z!9- (- a r Permit Number: 3 C 1 -7 c Li c a Ll it -VI ) ©-f- ❑ No one available for inspection: Time- a'g AM/ M Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: /c /'7 Inspector: _rz DO NOT REMOVE THIS NOTICE City of Wheat Ridge a Residential Roofing t- I' 024 PERMIT NO: 201704024 _ SUED: 07/14/2017 JOB ADDRESS: 4435 Carr ST EXPIRES: 07/14/2018 JOB DESCRIPTION: Residential Re -roof to install di.'[iensional/laminate asphalt shingles and modified rolled - 18.3 sq (12.6 asphalt sq pitched / 5.7 modified sq flat) *** CONTACTS *** OWNER (303)667-5369 JAY JOYCE FKA JOYCE L COOK SUB (303)424-2244 Leland Moore 100261 Leland Moore General Contrac. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,400.00 FEES Total Valuation 0.00 Use Tax 113.40 Permit Fee 140.90 ** TOTAL ** 254.30 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 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. A , City of Wheat Ridge d� Residential Sewer Repair PERMIT - 201800186 PERMITT NO: 201800186 ISSUED: 01/18/2018 JOB ADDRESS: 4435 Carr ST EXPIRES: 01/18/2019 JOB DESCRIPTION: Excavate and repair sewer tap to include dual sweep clean outs on property. *** CONTACTS *** OWNER (303)667-5369 JAY JOYCE FKA JOYCE L COOK SUB (720)312-9102 Manuel Guerrero 120127 PIPELINE SOLUTIONS *** 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: 1,600.00 FEES Total Valuation 0.00 Use Tax 33.60 Permit Fee 63.90 ** TOTAL ** 97.50 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge Residential Sewer Repair PERMIT - 201800186 PERMIT NO: 201800186 ISSUED: 01/18/2018 JOB ADDRESS: 4435 Carr ST EXPIRES: 01/18/2019 JOB DESCRIPTION: Excavate and repair sewer tap to include dual sweep clean outs on property. 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 thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be per�r�t ed and that all k to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1_ This permit was issued based on the information provided in the subject to the compliance with those documents, and all applicat 2. Thispermit shall expire 365 days after the date of issuance regal received prior to the date of expiration. An extension of no more Official and may be subject to a fee equal to one-half of the orig� 3. If this permit expires, a new permit may be required to be obtain requirements, fees and rocedures for approval of any new erm Date !rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ;ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Budding .I permit fee. Issuance of a new permit shall be subject to the standard the Chief Building Official and is not guaranteed. p ... Re -issuance or extension of expired permits is at the sole discretion of 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable cod an ordinance orregulation of this j urisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PN ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat j,dg,e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: % , 1 8 , F Plan/Permit # 2619 on 1 E - Plan Review Fee: Building Permit Application "** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.'"`* Property Address: q 3 C�61 J Property Owner (please print): (a "'7 dui Phone: _-)7c> - t7-crlc�Z Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor: '� Pel,'qr �'o (0 LLL Contractors City License #: / z��'Z"-� Phone: 77- c> — 3 Contractor E-mail Address: /� �Z ��1� !ue ��- ry y c3 c� • c_ --, For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: Z �� �o Z CONTACT EMAIL(p/ease print): we LO �,2 i,, o©• r c,— Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ADDITION ❑ RESDENTIAL ADDITION ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑'OLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and RESIDENTIAL ❑ ELECTRICAL SERVICE UPGRADE ❑ COMMERCIAL ROOFING ❑ RESIDENTIAL ROOFING ❑ WINDOW REPLACEMENT amount of materials to be used, etc.) 1-x � +c kz-- �-dq y 6f 7 w c=( P CA&, r Gv + S bq Pto PL/- Ay. Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 1 � C' OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided o the application. CIRCLE ONE: (OWNER) (CONTRACTOR) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Sianature (first and last name): 1—� 4� DATE: — ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ CER TIFICA TE OF COMPLETION Permit #: 201700210 `�''I City of Date: 01/25/2018 "Wheat jdge COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: Remove and replace existing roof structure with engineered trusses and reroof, install new electrical service and rewire interior, install new hvdronic baseboards replace 14 windows drywall interior and insulate attic install new bath, shower upper bath and shower in basement Replace 3 exterior doors Adding cooling only to upstairs rooms disabled furnace is being used as air handler only (gas not connected) due to joist spacing This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheatridge, and may be occupied for the use specified. OWNER: JAY JOYCE FKA JOYCE L COOK ADDRESS: 4435 Carr ST, Wheat Ridge, CO 80033-3244 CONTRACTOR/ADDRESS: Leland Moore 98 Wadsworth BLVD #127160, Lakewood, CO 80226 PROPERTY ADDRESS: 4435 Carr ST, Wheat Ridge, CO 80033-3244 PARCEL #: 39-232-03-006 OCCUPANCY: R-3 FOR THE FOLLOWING PURPOSE: Residential Remodel TYPE OF CONST: MIS OCC LOAD: N/A Code Editions: NO change shall be made in the Use of this building without 2012 ICC / zo14 NEc prior notice and a new CE IFICATE OF COMPLETION from the Ci'jy Wheat Ridge I r Chief Building Official Sprinklered- No INSPECTION RECORD Occunancv/,-y INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Plumbing Do Not Cover Unde Rough Inspections WaIL_R athing Mid -Roof Lath / Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical nd or Below/In-Slab Work Prior To Date Inspector Initials Rough Framing Insulation Drywall Screw / Nail I Of The Above Ins Comments - I- , III ,,NCVL,U,,, di It: Uornpietea from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window Requests — Please email insotimereauestla�ci wheatridcle co us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 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: 1 Job Address:F Permit Number:; 1 0 ❑ No one available for inspection: Time Re -Inspection required: Yes o When corrections have been made, call fgr-%e-inspection at 303-)4- 9 3 UL.— Date: 12, 15 11 -1 Inspector: `'• � DO NOT REMOVE THIS NOTICE U 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: �=�� _ P u G �!�A- Job Address: C , r ` Permit Number: w l `6 0 �D l% w ❑ No one available for inspection: Time Al� Re -Inspection required No When corrections have been made, callfor-re at 303-234-5933 Date: 1 LL Inspecto • ` DO NOT REMOVE THIS NOTICE i V/ 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: ` (D 3 S k-) Job Address: (-4 4 3`' Cc' c r --4. Permit Number: C-� 0 )Q, -C) C) ) g (--;, ❑ No one available for inspection: Time rAM Re -Inspection required: Yeas. �No When corrections have been made, call for re -inspection of 303-234-5933 Date: i I Inspector n-_--. DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201700210 ISSUED: 02/15/2017 PERMIT NO: 201700210 EXPIRES: 02/15/2018 JOB ADDRESS: 4435 Carr ST JOB DESCRIPTION: Remove and replace existing roof structure with engineered trusses and reroof, install new electrical service and rewire interior, install new hydronic baseboards, replace 14 windows, drywall interior and insulate attic, install new bath, shower upper bath and shower in basement. Replace 3 exterior doors. *** CONTACTS *** OWNER (303)667-5369 JAY JOYCE FKA JOYCE L COOK 100261 Leland Moore General Contrac. CC (303)424-2244 Leland Moore 100261 Leland Moore General Contrac . SUB (303)424-'1244 Leland Moore 130233 Rick's Plumbing LLC SUB (303)949-2653 Rick M. Thelen *** PARCEL INFO *** USE: UA / Unassigned ZONE CODE: CODE: UA / Unassigned 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / SiJBDIVISION *** FEC SUMMARY *** ESTIMATED PROJECT VALUATION: 59,085.00 FEES Total Valuation 0.00 Flan Review Fee 526.53 Use Tax 1,063.53 Permit Fee 810.05 ** TOTA_, ** 2,400.11 * * * COMMENTS * * * ** CONDITIONS*** MM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC ana all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I , i ® City of Wheat Ridge Residential Roofing PERMIT - 201704024 PERMIT NO: 201704024 ISSUED: 07/14/2017 JOB ADDRESS: 4435 Carr ST EXPIRES: 07/14/2018 JOB DESCRIPTION: Residential Re -roof to install dimensional/laminate asphalt shingles and modified rolled - 18.3 sq (12.6 asphalt sq pitched / 5.7 modified sq flat) *** CONTACTS *** OWNER (303)667-5369 JAY JOYCE FKA JOYCE L COOK SUB (303)424-2244 Leland Moore 100261 Leland Moore General Contrac. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,400.00 FEES PAID Total Valuation 0.00 Use Tax 113.40 _ Permit Fee 140.90 ` J ** TOTAL ** 254.30 '��-- *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 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. 11* � ' r City of Wheat Ridge d� Residential Roofing PERMIT - 201704024 PERMIT NO: 201704024 ISSUED: 07/14/2017 JOB ADDRESS: 4435 Carr ST EXPIRES: 07/14/2018 JOB DESCRIPTION: Residential Re -roof to install dimensional/laminate asphalt shingles and modified rolled - 18.3 sq (12.6 asphalt sq pitched / 5.7 modified sq flat) I, by my signature, do hereby at 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 attes{ that I am le ally authorized to include al I entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. 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 applle code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official 0 Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i0U401� Dane Lovett ( � From: no-reply@ci.wheatridge.co.us �- Sent: Wednesday, July 5, 2017 3:16 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Q—e G Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed 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 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? L;c How many dwelling units Single Family Home �0/ 71� are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 4435 Carr st. Joyce Jay 3036675369 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Leland Moore Contractor's License 100261 Number (for the City of Wheat Ridge) Contractor Phone 3034242244 Number Contractor Email Address leland@yourgenerals.com Retype Contractor Email leland@yourgenerals.com Address DESCRIPTION OF WORK Are you re -decking the No/ roof? Description of Roofing dimensional/laminate 4:12 and Modified stick down 2:12 Material Select Type of Material: Asphalt, Rolled If "Other" is selected Field not completed. above, describe here: How many squares of the 12.6 squares Asphalt 4:12 and 5.7 squares Modified 2:12 material selected above? Does any portion of the No / property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 18.3 roofing material for this project Provide additional detail 12.6 squares Asphalt 4:12 on house and 5.7 squares Modified here on the description of 2:12 on carport 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 5400.0 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Leland Moore Email not displaying correctly? View it in your browser. 3 Q oM 012, General Contractor Q www.YourGenerals.com 98 wads�uortli B[\d €'nit=;127160 �.� Lakcxcood. Colorado 80226 a, F -mail leland dvourgenerals.com 303-424-2244 Roof CONTRACT Joyce Jay 4435 Carr st Wheat Ridge, Co. 80033 Home: 303-420-5653 Work: N/A Cell: 303-667-5369 Page 1 of 3 6/9/2017 Leland Moore General Contractor hereby proposes to perform the following work for you on your construction/remodel project. The below list of items contains the scope of work which will be completed on your project. * Tear off existing roofing modified stick down on car port dimensional/laminate house and shed. * Install 15 lbs roof felt. * Install new perimeter flashing * Install new flue jack and rain cap * Install one new pipe jack elect * Install glass base and Polyglass modified stick down roofing. * Install ice & water shield on eaves (large eaves) * Install 30 year dimensional/laminate roof on main house and shed (Owens Corning Duration Shingles choice of available colors) * Install 25 year 3 tab roof on sheed. * Install Sheffield 2 almond two section vinyl sliding window back of house * Clean up and haul away all job related debris All work is to be done in accordance of local building codes as well as any plans and drawings provided by Leland Moore General Contractor. Contract does not include any testing, abatement for asbestos and lead base paints or lead base paint renovation, repair, (RRP work for lead base paints) or painting/staining touchup painting unless specifically stated in writing. *Please see job description itemization on page 2 for more details & a possible list of materials to be supplied by customer. The above mentioned and below listed work will be performed for the sum of: $9,943.00 Respectfully Submitted Leland Moore General Contractor Page 3 of 3 6/9/2017 All materials and labor are guaranteed to be completed in accordance with the above specifications. This document includes all of the work and material that will be provided by Leland Moore -General Contractor. Any changes to these specifications must be in writing and agreed upon by both, Homeowner & Leland Moore - General Contractor and will result in additional charges to Homeowner With payments to be made as follows: For the Sum of: $9,943.00 DEPOSIT DUE UPON SIGNING OF CONTRACT $3,400.00 THE DAY WORK COMMENCES $3,400.00 FINAL DAY OF CONTRACT COMPLETION $3,143.00 ACCEPTANCE BY BUYER I (We) hereby accept the proposal of Leland Moore -General Contractor as stated above. I (We) understand and agree to the terms of payment as stated above. I (We) further understand and agree as follows: 1. This proposal, including the terms and conditions below, is a contract between us. 2. Title to the materials provided remains in the name of Leland Moore -General Contractor until the full contracted price has been paid. 3. I (We) agree that no payment shall be withheld or delayed for any reason. 4. I (We) agree to pay all expenses of collection as provided in paragraph 2 under Additional Terms and Conditions. ADDITIONAL TERMS AND CONDITIONS 1. Unless otherwise provided, payment in full is due upon completion of the job. If the balance shown is not paid upon completion, a late payment penalty will be assessed at the rate of 2% per month on the balance owed. 2. If Leland Moore -General Contractor must employ the services of an attorney to enforce collection under this agreement, the buyer agrees to pay all reasonable attorney fees incurred by Leland Moore -General Contractor to pursue collection. The buyer also agrees to pay all court costs, lien recording fees, and lien certificate costs if Leland Moore -General Contractor must bring a mechanic's lien foreclosure action. 3. In the event that the purchaser breaches this contract by failure to make payments as specified herein or upon purchaser's cancellation of this contract beyond three business days of transaction date or if purchaser should breach this contract in any other respect, Leland Moore -General Contractor shall be entitled to damages, including but not limited to, losses sustained by virtue of materials ordered for this particular job, expenses of moving to location and withdrawing there from, commissions paid, a reasonable profit. and anv other damages coused by said breach. 4. All work shall be performed in a workmanlike manner consistent with construction industry standards. Performance by Leland Moore -General Contractor may be subject to strikes, accidents, and delays beyond the control of Leland Moore - General Contractor. NOTES: LELAND MOORE GENERAL CONTRACTOR BUYER'S SIGNATURE DATE: DATE: BUYER'S SIGNATURE DATE: i CITY OF WHEAT RIDGE Building Inspection Division 9r(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: /21;.. `. L/L/ 3 f+IL/L S Permit Number: O l Od z / n 4)M j k/O 47i�-.,,�O V ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes(N� When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: �v ` DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f h S Job Address: L-11/35CAKrt 5 7 Permit Number: 2 a!-7yu -z l O ❑ No one available for inspection: Time ) `-`w A _ / Re -Inspection required: Yes V� When corrections have been made, call for re -inspection at 303303-2 Date: -7/7/j7 Inspector:_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ;?_ 01") 0321 vy t ❑ No one available for inspection: Time 12 12 AWO Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234- Date:- 7/2 / / /? Inspector: 64P DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1pu 1?°1.�4 C.1/_& Job Address: y3 C 4_11"_ Si Permit Number: Z®1 % d O Z-10 V ❑ No one available for inspection: Time -' `- AM/PM Re -Inspection required: Yes %No * When corrections have been made, call for re -inspection at 303-234-5933 Date:1 - Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M Z t,00 Job Address: I'/ `/ 3 C /`_ d -IL -S l/ Permit Number: 'Z-0/7 CO2 -ID ! 'f f �1 ❑ No one available for inspection:_ Time __-1 AM/PM 1.Re-Inspection required: Yes;; No,/t * When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: d/ DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE -A Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: FR r1w rrr t �� /?✓� Job Address: ����3 S� �9 I -X S Permit Number: 201 2/ ❑ No one available for inspection: Time t C--)AM/PM Re -Inspection required: Yes/No. 1. _.- _! * When correctyons have been made, call for re -inspection at 303-234-5933 Date: i 'i/ Inspector: DO NOT REMOVE THIS NOTICE �� uLa CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax T INSPECTION NOTICE PL(_Iml� Inspection Type: f R �L.� �C,G `i Job Address: 1-1�l � � .. C x-22 S Permit Number: 2,0 / ;�7 r9 Q 2 LQ No one available for inspection: Time. AM/PM 'i Re -Inspection required: Yeo No *When corrections have been made, call for re-inspecti n at 303-234-5933 Date: �(-''-)Z- O%�Inspector: f DO NOT REMOVE THIS NOTICE a I* � A CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V MK ) Job Address: 4-11-65 MjtK, S7 Permit Number: '20 I7UOZ!p ❑ No one available for inspection: Time I Z �© A Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:.5/3()// Inspector: lYamL0=Z:_ DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION NOTICE 0 MK) 41q3_5 64tt4_ _57 '510 1"7002-r0 0 No one available for inspection: Time I Z -50 A -7 Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:Inspector: DO NOT REMOVE THIS NOT/CE City of Wheat Ridge Residential Remodel PERMIT - 201700210 PERMIT NO: 201700210 ISSUED: 02/15/2017 JOB ADDRESS: 4435 Carr ST EXPIRES: 02/15/2018 JOB DESCRIPTION: Remove and replace existing roof structure with engineered trusses and reroof, install new electrical service and rewire interior, install new hydronic baseboards, replace 14 windows, drywall interior and insulate attic, install new bath, shower upper bath and shower in basement. Replace 3 exterior doors. **REVISION** Adding cooling only to upstairs rooms, disabled furnace is being used as air handler only (gas not connected) due to joist spacing; Additional Value: $4700 *** CONTACTS *** OWNER (303)667-5369 JAY JOYCE FKA JOYCE L COOK GC (303)424-2244 Leland Moore 100261 Leland Moore General Contrac. SUB (303)424-2244 Leland Moore 100261 Leland Moore General Contrac. SUB (303)949-2653 Rick M. Thelen 130233 Rick's Plumbing LLC SUB Thomas J Davis 170048 Reasonable Plumbing & Htg SUB (303)722-7576 Brett Gallegos 170150 Element 29 Mechanical LLC *** 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: 63,785.00 FEES Total Valuation 0.00 Plan Review Fee 526.53 Use Tax 1,148.13 ' 'n L r - �r i Permit Fee 842.25 ** TOTAL ** 2,516.91 *** COMMENTS *** *** CONDITIONS *** MM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Remodel PERMIT - 201700210 201700210 4435 Carr ST ISSUED: 02/15/2017 EXPIRES: 02/15/2018 Remove and replace existing roof structure with engineered trusses and reroof, install new electrical service and rewire interior, install new hydronic baseboards, replace 14 windows, drywall interior and insulate attic, install new bath, shower upper bath and shower in basement. Replace 3 exterior doors. **REVISION** Adding cooling only to upstairs rooms, disabled furnace is being used as air handler only (gas not connected) due to joist spacing; Additional Value: $4700 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le 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 roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attesthat I am legally authorized to include alt entities named within this document as parties to the work to be perforrredthat all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. �jen'ature o OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2, This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all 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 f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of W heat -Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: '4 Phone: Phone: (�b3) i! �/_ 7- Contractors City License #: /70 15p Phone: Contractor E-mail Address: , Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form I ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑SIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) add ,p /01� /� / U 9 .5.4 l rS raDwt S � c�15c� �j�Pc� 4-uo x&t, L. � i-9, i ►ns ()5-J 45 dta- �0 �o1e,+ 5 pct d"t �). Sq. Ft./LF Amps Btu's 4K &0 /1 (4 r, Squares �x � (9 Cf Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ x( 00 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 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provi -ee-implication. CIRCLE ONE. (OWNER) (CONTRACTOR) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Si¢nature (first and last name): DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ I C. 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: Ek" 9 , t K I Job Address: �Iw CA RK ST Permit Number: 2 0 1 _�'O OZ I D I -Vi f2 L., WANo one available for inspection: Time J 26f A490 Re -Inspection required: Yes�lal * When corrections have been made, call for re -inspection at 303-234-5933 Date: Sf 1Z /l 7 Inspector: DO NOT REMOV THIS NOTICE j CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: <� h r Job Address: W lit 3 !; - C A. e it _57' Permit Number: C, t 'i 6 e, / 10 ❑ No one available for inspection: Time1.�/PM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection -at 303-234-5933 Date: �_f ' 1 ! Inspector: f DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rn Job Address: L j Permit Number: (Z!) O ❑ No one available for inspection: Time 'cam A 14 PM Re -Inspection required: Yes i No j * When corrections have been made, call for re -inspection at 303-234-5933 Date:3) (2 Inspector�� = O'A3 _ r. DO NOT REMOVE THIS NOTICE I* � A i CITY OF WHEAT RIDGE Building Inspection Division (/ (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: dZ ) Job Address: >_i ?, C c, c r 5� - Permit Number: Z ra -7 Q' �ca I c� ❑ No one available for inspection: Time I' .az) A"P Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date:,) ( f Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: S 9 E Job Address: L4 `{ 3E' C A 2 S7 Permit Number: � C 1-7 0 G 3/ 0 PP /euV P-0 ❑ No one available for inspection: Time �� AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-inspectio ,.at 303-234-5933 d Date: -3- a Inspector: Y DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201700210 PERMIT NO: 201700210 ISSUED: 02/15/2017 JOB ADDRESS: 4435 Carr ST EXPIRES: 02/15/2018 JOB DESCRIPTION: Remove and replace existing roof structure with engineered trusses and reroof, install new electrical service and rewire interior, install new hydronic baseboards, replace 14 windows, drywall interior and insulate attic, install new bath, shower upper bath and shower in basement. Replace 3 exterior doors. *** CONTACTS *** FEES OWNER (303)667-5369 JAY JOYCE FKA JOYCE L COOK Plan Review Fee GC (303)424-2244 Leland Moore 100261 Leland Moore General Contrac. SUB (303)424-2244 Leland Moore 100261 Leland Moore General Contrac. SUB (303)949-2653 Rick M. Thelen 130233 Rick's Plumbing LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 526.53 Use Tax 1,063.53 Permit Fee 810.05 ** TOTAL ** 2,400.11 *** COMMENTS *** PROJECT VALUATION: 59,085.00 *** CONDITIONS *** MM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Remodel PERMIT - 201700210 PERMIT NO: 201700210 ISSUED: 02/15/2017 JOB ADDRESS: 4435 Carr ST EXPIRES: 02/15/2018 JOB DESCRIPTION: Remove and replace existing roof structure with engineered trusses and reroof, install new electrical service and rewire interior, install new hydronic baseboards, replace 14 windows, drywall interior and insulate attic, install new bath, shower upper bath and shower in basement. Replace 3 exterior doors. 1, 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 �ropertyand am authorized toobtain thisin conjunction with thisermt.Ifurtherattesat I am legally authorized toincludeall entities named within this document as parties to the work to be perormed and that all wobe performed is disclosed in this document and/or its' accompanying approved plans and specifications. "711 Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the pen -nit 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 maybe subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of anmanner 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 re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Cliief'Buijdin TTicia"I — -Date j Date REQUESTS MUST BE MADE BY 11:59PM ANY INESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. (AN cif h�� a -t I is c:� �i Building & Inspection Services Division 7500 W. 29`" Ave.; Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8920 Inspection Line: 303-234-5933 Email: e?rrni ,ri {moi tts+') `3 (' ce, ue FOR t}Eric E USE O ti Ll',�{/� Date: U PlanlPermit # Plan Review Feer Buil ing Permit Application Property Address: 4435 Carr St Wheat Ridge, Co. 80033 Property Owner (please print): Joyce Jay _ Phone: 303-667-5369 Mailing Address: (if different than property address) Address: 4435 Carr St. Citv. State. ZiD: Wheat Ridge, Co. 80033 Architect/Engineer: Architect/Engineer Phone: Contractor: Leland Moore General Contractor Phone: 303-424-2244 ContractorE-mail Address: leland@yourgenerals.com Sulo Contractors: Electrical:LA� (k kGo�/t m �� Plubing: Mechanical: %N.R. City License # VV.R. City License # Limb n W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ® RESIDENTIAL ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM' 'APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM,APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects; please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and arnount of materials to be used, etc.) Remove and replace existing roof structure with engineered trusses and re -roof / Install new electrical service rewire total interior / Install new Hydronic baseboards / Replace 14 windows / Drywall interior and insulate attic / Install new bath - shower upper bath and shower in basement. AGoro/®,C,e- Sq. IFULF � D Btu's Amps Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 9� 7 2-7"" OWN ER/CONTRACTOR SIGNATURE, OF UN f)E[?STANDING AND ACREENNIEN F I hereby certify_ ihit the setback distances proposed by this permit application arc accurate and do not \ iolute applicable ordinances, rule., or regulations of the City of Whcat Ridge or covenants. casements; of ic, tnictions of recd,(; that all nlcasurcmcnts shown and allegations nada are accurate; that I havo read and agree to abide by all conditions printed on this z nphcation unci that I assrmne full responsibility fi,r compliance with applicable City of Wheat RidLte codos and ordmances Cor wolf, under any permit issued based on this'Ipplicatiun: that I ani the legal owner or have been authorized by the legal ow�ncr ofthe property to pci-R�im the described work and am also authorized by the legal owner oFany entity included on thus application to list that entity on ihis application_ 1, the applicant Or this buildim! permit application, warrant the truthfulne,s of the inibri ation p ovided on the application CIRC LC C NE. (Off :NER) �(tD !'TR1(7r()L or (AUTHOR111,7D RL'PRL'SEV'T.I77fT) of (OWNER) (CONTRAC70R) Electronic Signature Mrst and hast name): v v DATE ZONING CO MMENTS. Reviewer: OCCUPANCY CLASSIFICATION: f �'f b BUILDING DEPARTMENT COMMENTS: VViV Gr tt 1 j ' �� r, Reviewer: \J Y l e lJ S( x 1,15r 5F _ J / Building Division Valuation: $ 2/13/2017 Alside Tech. Center $. Tools IG Guideline Grid/Muntin FAQ Links Calculated Specs I Min./Max. I Shape Calculator I Condensation I Chemical Compatibility I Tech. Manual I Glossary of Terms I Wind Speed I Energy Star Regmt. Region Series Model Glass Package West Coast v Sheffield II v A502 • Climatech-TG2 Model: A502 / Series: Sheffield II, (2 -lite Slider) Performance Overview Parts Installation Search U -Value Search DP/ PG 1 / U -Value = R -Value Energy Star Map _ Window Efficiency Model I GlassPack GlassTticatess Description 1_.actorSFG T Cy R I .... ..... .... AS02 !Climatech-TG2 Double Strength 1" TIG, DS LOE2, Dbl Argon 0.23 0.24 0.40 T 65 24 _-_........ ... j ....... .. .. ... ._ -. .... .. ..__ ....... _... ..... .. .... ... _.. .... .... .. .... .... ... ..... ........ A502 Climatech-TG2 j Single Strength 1" TIG, SS LOE2, Dbl Argon 1 0.22 1 0.24 0.41 , 65 25 Structural Test Results Acoustical Test Results Glass PackageSTC MTC _._ _ ___.__ _._ _ _ 13/16" IG (1/8 Annealed, 9/16" Air space, 1/8 Annealed) 27 22 _ .._................ ___ _ __ ._..... _ ._ _- _ _ _ _ __ __ :13/16" IG (1/8" Annealed, 9/16" Argon filled, 1/8" Annealed) j 28 22 j .13/16' IG (1/4" Laminated, 3/8" Air space, 1/8" Annealed) ! 33 ( 28 http://www.alsidewindows.neU ,at ofR Ridge (131j,,, 'ng Di 1/1 2/13/2017 Alside Tech. Center toww Tools IG Guideline Grid/Muntin FAQ Links Calculated Specs I Min./Max. I Shape Calculator I Condensation I Chemical Compatil7ility I Tech. Manual I Glossary of Terms I Wind Seed I Energy Star Regent. Region Series Model Glass Package West Coast v Sheffield II • A503 • Climatech-TG2 Model: A503 / Series: Sheffield 11, (3-Lite slider 1/4-1/2-1/4) Performance 4verView Parts Installation Search U-Value Search DP/PG 1 / U-Value = R-Value Energy Star Map Window_ Efficiency Model GlassP3ck GlassThickness es riot€or: UFacttor SHGC l VT CR _ .. A503 :Climatech-TG2 1 Double Strength _- 1" TIG, DS LOE2, Dbl Argon 0.23 i 0.24 ; 0 40 , 651241 ...... ............ ..... ......_... _...... A503 Climatech-TG2 Single Strengths" . ...... .. _........ a ............ TIG, SS LOE2, Dbl Argon 0.22 ..._..... .:........ . .. _....3 W W 0.24 10.41 1 65 25 1 Structural Test Results Model l idth Height 3 DP PGS it i Water; Lead F8C TDI Description , Report No. ? A503 108 48 35 0.113 5.43 _ _ _ + Standard E8736.01 A503108 56 30 !0.31; 5.43 ( _,_ +/- 45 iStandard E8736 01�' A503 120 68 20 0.11 5.43 10.091 +/-30 Center IG with TS Annealed Glass E8736 01 A503 112 72 15 6.06 .......... ........ ..... .. ..... _.. .. .3.. .... ! .. ...... +/ 22.5 ! j Center IG with TS Annealed .. ......... ...... Glass F6384.01 ......... ....A .... http://www.alsidewindows.net/ City of peat Ridge ddin�/pivison 2/13/2017 Alside Tech. Center i Tools IG Guideline Grid/Muntin FAQ Links Calculated Specs I Min./Max. I Shape Calculator I Condensation I Chemical Compatibility I Tech. Manual I Glossary of Terms I Wind Speed I Energy Star Regmt. Region Series Model Glass Package West Coast v Sheffield II • A504 • Climatech-TG2 • Model: A504 / Series: Sheffield II, (Picture inflow) Performance OuerView Parts Installation Search U -Value Search DP/PG 1 / U -Value = R -Value Energy Star Map _ Window Efficiency _ Model GlassPack i�Glass hic ness Description _ DFa or �SI6GC i �T CRER —_ _ A504 Climatech-TG2 Double Strength ,1 TIG, DS LOE2, Dbl Argon 0.20 i 0 28 ` 0 47 68 311 ....... .. ...}....... .. i ..._. . A504 1Climatech-TG2 Single Strength 1" TIG, SS LOE2, Dbl Argon 0.19 0.28 j'0.48_[ 71 32 Structural Test Results Soden Width, Height DP PG 1 Air ater i Laud FBC TDI _ Description e cert s�. 1 t� g _ P _ A504 72 48 45 1<0.01 9.20 +/- 67.7 1 FL9909-119 ' ;Standard _F0894.01_ _ A504 60 60 40 <0.01 9.20 +/- 60 1 FL9909-R9 jStandard F0894.01 A504 96 , —. e _ _ _ 75 _ f 35 � <0.01 7.52��+/- 52.6 � F� L9909-R9i'3/16" Tempered Glass � F0894.01 Acouscical Test Results City of ' Wheat Ridge http://www.alsidewindows.net/ W1, MiTek' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Q170156 Fax 916/676-1909 LELAND MOORE CONTRACTOR The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Alpine Truss -Brighton, CO. Pages or sheets covered by this seal: R49701176 thru R49701180 My license renewal date for the state of Colorado is October 31, 2017. p,DO LIC °.o SOON ' :s� Z� p2 i PE -44018 til1rss/� n • � • G v February 10,2017 Ong, Choo Soon IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the rWheatRidge ity of responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Building Qivison Job Truss Truss Type City Ply LELAND MOORE CONTRACTOR 849701176 0170156 E1 Common Supported Gable 1 1 DEFL, in (loc) I/deft Ud PLATES GRIP Job Reference o tional Alpine Lumber Co., Commerce City,CO.80022 8.030 s Jan 23 2017 MiTek Industries, Inc. Fri Feb 10 12:46:40 2017 Page 1 I D:4OJfb3eMrVKjG81YUn IDd 3ymgo3-MxYVcwrco2b 12fPeXeMJI c9LtG N 3H?yiHvtu2EzmXjj -2-3-812-7-0 25.2-0 27-5.8 2-3-8 12-7-0 12-7-0 23-8 Scale= 1:49.3 4x6 = 10 11 12 13 4xa 11 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 .xo 3x4 = 3x4 = 3x5 = Plate Offsets (X Y)— [2:0-3-8 Edgel, [2:04-12,Edgel [20:0-3-8,Edge] [20:0-4-12,Edge] NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) Vasd=120mph; TCDL=4.5psf; BCDL=4.5psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.03 21 nlr 120 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 V� .• : •QO Q BC 0.06 Vert(CT) 0.01 21 nlr 120 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 20 n/a n/a EICLL 0.0 Code IRC20151TP12014 Matrix -S Weight: 103 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. All bearings 25-2-0. (lb) - Max Horz 2=85(LC 10) Max Uplift All uplift 100 Ib or less at joints) 31, 32, 33, 34, 35, 36, 37, 29, 28, 26, 25, 24, 23, 22 except 2=-249(LC 6), 20=-258(LC 7) Max Grav All reactions 250 Ib or less at joint(s) 30, 31, 32, 33, 34, 35, 36, 37, 29, 28, 26, 25, 24, 23, 22 except 2=403(LC 1), 20=403(LC 1) FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) Vasd=120mph; TCDL=4.5psf; BCDL=4.5psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIffPI 1. 3) TCLL: ASCE 7-10; Pf=30.0 psf (Flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.2 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 0 L(CF 8) Gable studs spaced at 1-4-0 oc. live load live loads. �P �s 9) This truss has been designed for a 10.0 psf bottom chord nonconcurrent with any other ' in 3-6-0 tall by 2-0-0 �� .........•• so o� •. F� 10) This truss has been designed for a live load of 20.Opsf on the bottom chord all areas where a rectangle wide fit between the bottom V� .• : •QO Q will chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 31, 32, 33, 34, 35, 36, 37, 29, 28, 26, 25, 24, 23, 22 except at --lb) 2=249, 20=258. L PE -44018 ON February 10,20_ AWARNING- Ve ft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47173 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Wheat Ridge a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall WN building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 QualityCriteria, DSB-89 and BCSI Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 9 suite 109. , BUlldin9 DIV OTIC Job Truss Truss Type Qty Ply LELAND MOORE CONTRACTOR 849701177 0170156 S1 Scissor 9 1 WEBS 2x4 HF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=125010-5-8,5=1450/0-5-8 Job Reference (optional) Alpine Lumber Co., Commerce City,CO.80022 8.030 s Jan 23 2017 MiTek Industries, Inc. Fri Feb 10 12:46:412017 Page 1 ID:4OJfb3eMrVKjG81YUnIDd3ymgo3-g86upGrEZMjugp_g5MtYrgiONgVYODPrVZdSahzm) ji 6-10-10 12-7-0 18-3-6 25.2-0 2727 6-10-10 5-8-6 5-8-6 6-10-10 2-3-8 Scale = 1:44.7 6x6 = 4XIZ 2.00 12 3x12 6-10-10 12-7-0 18-3-6 25-2-0 LOADING (psf) TCLL 30.0 (Roof Snow=30.0) TCDL 10.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.94 BC 0.94 WB 0.99 Matrix -AS DEFL. in (loc) 1/deft Ud Vert(LL) -0.62 7-8 >488 360 Vert(CT) -1.05 7-8 >287 240 Horz(CT) 0.50 5 n/a n/a Wind(LL) 0.44 8-9 >688 240 PLATES GRIP MT20 1851144 MT20HS 139/108 Weight: 80 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF 1.5E *Except* TOP CHORD Structural wood sheathing directly applied. 3-6: 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SPF 1650F 1.5E WEBS 1 Row at midpt 2-8 WEBS 2x4 HF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=125010-5-8,5=1450/0-5-8 Max Horz 1=-109(LC 7) Max Uplift 1=-351(LC 6), 5=-508(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-534911451, 2-3=-3933/957, 3-4=-39321966, 4-5=-5237/1244 BOT CHORD 1-9=-136015080, 8-9=-1361/5087, 7-8=-1087/4975, 5-7=-1 08514964 WEBS 3-8=-40711950, 4-8=-14581544, 2-8=-1632/580 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) Vasd=120mph; TCDL=4.5psf; BCDL=4.5psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.2 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 LICF 8) Bearing atjoint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify��...•..�•• �PD �s F� capacity of bearing surface. v0 • SOON •.• 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) : �� O •. 1=351, 5=508. : 2 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and Yi' gypsum U sheetrock be applied directly to the bottom chord. PE -44018 SS��N February 10,2017,o-- ® WARNING - VefNy design parameter: and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. - Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notMH a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Wheat R building design. Bracing indicated is to prevent buckling of individual truss web andfo temporary chord members only. Additional tempory and permanent bracing MiTek' is always required for stability and to prevent collapse with Possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 (Rijilriinn ni r ge Job Truss Tmss Type Qty Ply MOO LELAND RE CONTRACTOR 849701178 Q170156 SEI Sass orSupportedGable 1 1 7 8 Job Reference (optional) Alpine Lumber Co., Commerce City,CO.80022 12-7-0 8.030 s Jan 23 2017 MiTek Industries, Inc. Fri Feb 10 12:46:42 2017 Page 1 ID:4OJfb3eMrVKjG81YUnIDd3ymgo3-IKgGOcssKgrllzZOf3OnO1 EhP3?rluj?kDM?77zmXjh 25-2-0 27-5-8 12-7-0 22-3�8 Scale = 1:44.7 REACTIONS. All bearings 25-2-0. (lb) - Max Horz 1=-106(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 1, 21, 22, 23, 19, 18, 17 except 13=-279(LC 7), 24=-105(LC 1), 25=-200(LC 10), 16=-171(LC 1), 15=-216(LC 11) Max Grav All reactions 250 Ib or less at joint(s) 1, 20, 21, 22, 23, 24, 19, 18, 17, 16 except 13=468(LC 16), 25=544(LC 15), 15=620(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-25=-412/229, 12-15=-471/265 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) Vasd=120mph; TCDL=4.5psf; BCDL=4.5psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.2 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 21, 22, 23, 19, 18,17 except (jt=lb) 13=279, 24=105, 25=200, 16=171, 15=216. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 20, 21, 22, 23, 24, 25, 19, 18, 17, 16, 15. �Q,,N90 Ljfz" c°;•Q SOpti . :C) PE -44018 kSs/ON February 10,2,011----., AWARNING - VerNy design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE )0-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not Wheat a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k et Ids is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 r, °Building Divisors d 4x6 = 4.00 12 6 7 8 9 5 10 4 2711 26 3 12 CP r 2 40 5x10 22 21 5x6 = 19 16 4 1 24 23 17 4 16 13 25 15 N Q 14 jm o 0 3x4 2.00 F12 06 = 12-7-0 25-2-0 12-7-0 12-7-0 Plate Offsets (X,Y)— [13:0-3-0.0-2-41, [13:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) 0.03 14 n/r 120 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) 0.04 14 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 13 n/a n/a BCLL 0.0 Code IRC2015/TP12014 Matrix -S Weight: 76 Ib FT = 20% BCDL 10.0 LUMBER- BRACING. TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 HF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 25-2-0. (lb) - Max Horz 1=-106(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 1, 21, 22, 23, 19, 18, 17 except 13=-279(LC 7), 24=-105(LC 1), 25=-200(LC 10), 16=-171(LC 1), 15=-216(LC 11) Max Grav All reactions 250 Ib or less at joint(s) 1, 20, 21, 22, 23, 24, 19, 18, 17, 16 except 13=468(LC 16), 25=544(LC 15), 15=620(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-25=-412/229, 12-15=-471/265 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) Vasd=120mph; TCDL=4.5psf; BCDL=4.5psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.2 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 21, 22, 23, 19, 18,17 except (jt=lb) 13=279, 24=105, 25=200, 16=171, 15=216. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 20, 21, 22, 23, 24, 25, 19, 18, 17, 16, 15. �Q,,N90 Ljfz" c°;•Q SOpti . :C) PE -44018 kSs/ON February 10,2,011----., AWARNING - VerNy design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE )0-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not Wheat a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k et Ids is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 r, °Building Divisors d Job Truss Truss Type Qty Ply LELAND MOORE CONTRACTOR LOADING (psf) SPACING- 2-0.0 CSI. DEFL. 849701179 0170156 T1 Common 9 1 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.19 8-10 >999 Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.030 s Jan 23 2017 MiTek Industries, Inc. Fri Feb 10 12:46:43 2017 Page 1 ID:4OJfb3eMrVKjG81YUn1 Dd3ymgo3-mWEeEytUSzzcv78DCnvOwFnpnTCsUHD8zt6YfZzmXjg -2-3-8 6-8-6 12-7-0 16-S-10 25-2-0 1 27-5-8 2-3 8 6-8-6 5-10.10 5-10-10 6-8-6 2-3.8 Scale: 1/4"=1' 5x6 = 3x6 = 3x5 = 3x6 = 4x6 = 4x6 = Plate Offsets (X,Y)- [2:0-1-10,Edge], [6:0-1-10 Edge] LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.19 8-10 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.35 8-10 >851 240 TCDL 10.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.09 6 n/a n/a BCLL 0.0 Code IRC2015/TP12014 Matrix -AS Wind(LL) 0.14 8-10 >999 240 Weight: 84 Ib FT = 20% BCDL 10.0 LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 2=144210-5-8,6=1442/0-5-8 Max Horz 2=90(LC 12) Max Uplift 2=-506(LC 6), 6=-506(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2947/785, 3-4=-2589/682, 4-5=-2589/683, 5-6=-2947/785 BOT CHORD 2-10=-719/2751, 8-10=-387/1852,6-8=-629/2751 WEBS 4-8=-210/885, 5-8=-658/305,4-10=-210/885, 3-10=-658/304 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vuft=152mph (3 -second gust) Vasd=120mph; TCDL=4.5psf; BCDL=4.5psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.2 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) 2=506,6=506. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %, gypsum sheetrock be applied directly to the bottom chord. Dooh��sFO 1UO U'G PE -44018 CC- FSkS/oN • .• �� February1 i�{f017 ® city of H WARNING - Verify design panmetera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. �{ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not wheat R►" a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MI building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lan�Utiding Divi Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109.. _ _ . Job Truss Truss Type Qty Ply LELAND MOORE CONTRACTOR LOADING (psf) SPACING- 2-0-0 CSI. DEFL, 849701180 Q170156 T2 Common 1 1 -0.20 9-12 >999 360 MT20 1851144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.92 Vert(CT) Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.030 s Jan 23 2017 MiTek Industries, Inc. Fri Feb 1012:46:43 2017 Page 1 ID:4OJfb3eMrVK)GBIYUnI Dd3ymgo3-mWEeEytUSzzcv78DCnvOwFnp?TAFUHv8zt6YtZzmX]g 6-8-6 12-7-0 18-5-10 25-2-0 27-5.8 6-8-6 5-10-10 5-10-10 6-8-6 2-3�-8 Scale = 1:44.1 4x6 = 4x6 = 3x6 = 3x5 = 3x6 = 4x6 = 8-7-15 16.6-1 25-2-0 8-7-15 7-10-3 8-7-15 Plate Offsets (X Y)- [1:0-1-10 Edge] [5:0-1-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.20 9-12 >999 360 MT20 1851144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.40 9-12 >759 240 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.10 5 n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix -AS Wind(LL) 0.16 9-12 >999 240 Weight: 81 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1250/0-5-8,5=1450/0-5-8 Max Horz 1=-109(LC 7) Max Uplift 1=-351(ILC 6), 5=-508(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3027/857, 2-3=-2655/742, 3-4=-2613/689, 4-5=-2972/792 BOT CHORD 1-9=-782/2834, 7-9=-409/1877, 5-7=-633/2775 WEBS 3-7=-210/856, 4-7=-631/305, 3-9=-233/938, 2-9=-691/319 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) Vasd=120mph; TCDL=4.5psf; BCDL=4.5psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber D0L=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.2 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) t This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 1=351,5=508. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. O6�pD0 L1CF�S 20 02 ;U G); PE -44018 a. February 10113", 7 \ Cit ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Wheat Rid d e a buss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. 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N n 7 O' -+ N m m CD ° . w O °. o m m > > o m CL ; - m y m �+ o m 5 a 3 7 m m= O o m 7 - m m m c c a m n c g v m n v °• o �-o S a 2 m �' ° n m Cn m m n �" S o - m o N w 3 m M 0 ? °_ ° �" �• o- m 9" w 3 CD \V f m* o n m o R m a �c3.N ° O c m mCL m m m 5 Uo ym c- o m m n ° o �'S �� cr n a° m 3' L7. »t d 7 U)m m� N -n C) O O W m 7 m _ 7 m O < ?� m nm ° 2-6 3 m CD 3 m Of ML whe&i9e Buiidin9 Divis n of Com O * DEMOLITION NOTIFICATION APPLICATION FORM *�* APPLICATION FEE MUST ACCOMPANY THIS FORM *'876 INCOMPLETE APPLICATIONS WILL BE RETURNED ,olorado Department , (Notice will be mailed to the demolition contractor unless specified otherwise) of Public Health _��� �N andEnviroumentv ',' �Fee: $50 + $5 per 1000 ftz of area to be demolished = $ 60 (See instruction #1 on reverse side) 4* i Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 303-782-0278 Asbestos@state.co.us Regulated asbestos -containing materials means (a) friable asbestos-containino material, (b) Category I nonfriable ACrdl that has become friable, (c) Category I nonfriable ACM that will be or has been subjected to sanding,rig nding, cutting, or abrading or (d) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulation. Note: Asbestos -containing sheet vinyl and linoleum must be properly abated/removed prior to demolition. Form. DNA08 Rev. 01/30/08 -/ 9 r7 i , Corripany Na;< .`` / Building Name: L. r✓ Street:!� � {/ j 1 J / J-, / ® 4V �. 5 ri f 7 h ��lrv�/ / Q Square footage of footprint of facility or portion of facility to be demolished 1,800 i +O- M :; dy: / C,., �/u •a yr State: v %%ode: �iJ � Street: 4435 Carr St. N C Telephone # "303-VV1- Zz�y Fax # City Wheat Ridge County: Jefferson Zip Code: 80033 0 ProjeCtMana/ger.. Cell phone # Proposed Start Date / Proposed Com letion ate I certify that the Certified Asbestos Building Inspector has informed me Method/Means of Demolition: E p about any remaining asbestos -containing materials in the facility to be d Edemolished. � t Wrecking ❑Buming El Implosion El Moving [3 Other, specify: Si atur : ,4//I Prylt Nam L �V( t Burning requires additional authorization -Please call (303) 692-3100 and ask Landfill Receiving Building Debris: �/ "73 � v to speak to the Open Burning Permit Coordinator General fkbatement Contractor (GAC) L Owner's Name: CDPHE Asbestos Permit # Total Quantity of Asbestos Removed 3 St [.� 0 t0 r O U)'o 167 6 9 N 35 Date Removal Completed Telephone City: , State: Zip Code: 0) r =Contacts Type(s) of Asbestos -Containing Material Removed: Name: Telephone # With my signature below, I certify that I possess current AHERA accreditation and state of Colorado certification as c an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of CL asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the facility.* I also certify that I have informed the owner/operator of the facility or the demolition contractor that any E in o asbestos -containing material allowed to stay in the facility must remain non -friable during demolition. Specify type(s) N 4. of ACM remaining, below: (check appropriate box(es)): ❑ Vinyl asbestos floor the (VAT) ❑ VAT mastic ❑ Tar/asphalt impregnated roofing ❑ Asphaltic pipe coatings v ❑ Spray -applied tar coatings ❑ Caulking ❑ Glazing ❑ Other, specify: t11 Signature: Blue In Printed Name: w. tE Drue Beasley U Date of i I Inspection C - -Cert # n Date Telephone # Cell Phone # S 28, 2016 18325 March 17, 2017 (720) 675 -7175 (720) 675 -7175 I verify at all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. 15 (for information on CFC requirements call 692-3100). 1 further verify that all luminous exit signs (containing radioactive material) have been p disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320). G y L CHECK THE APPROPRIATE BOX: w m 3 C ❑ Building Owner Contractor ❑ Other Date: / 7 V Signature: Print Name: min THIS BOX IS FOR CDPHE USE ONLY: Postmark or Hand Delivery Date: — 7 Approved By: �j��-- Code: ®-rmtt31 31� ❑ transfer -380 Form of Payment & #G C 2 r� Permit #: Record # Date Issued: Regulated asbestos -containing materials means (a) friable asbestos-containino material, (b) Category I nonfriable ACrdl that has become friable, (c) Category I nonfriable ACM that will be or has been subjected to sanding,rig nding, cutting, or abrading or (d) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulation. Note: Asbestos -containing sheet vinyl and linoleum must be properly abated/removed prior to demolition. Form. DNA08 Rev. 01/30/08 -/ 9 r7 i , "ENT Environmental Consultincr September 30, 2016 Leland Moore Your Generals 98 Wadsworth Blvd Unit 127160 Lakewood, CO 80226 leland@yourgenerals.com 303.424.2244 Dear Leland Moore, The successful completion of your project is important to us! Equally important is the health and safety of you, your team, building occupants and any other party affected. As such, we bring both experience and diligent adherence to federal and state regulations in order to provide your organization with complete and accurate asbestos surveys for all your project needs. We strive to provide you and your clients with a pleasant, yet professional, experience all the way through your project duration. That means you can count on us for timely response and arrival for the initial asbestos inspection, adaptive turn -around times for delivery of your results and reports, and continuous consulting support that's only a phone call away. From start to finish, you can count on us to bring you excellent service. This comprehensive report has been prepared for you with your goals in mind. Our aim is to encompass the thoroughness of our inspection in a concise, easy to read report that delivers inclusive results so your project can move forward with informed and accurate decisions. Please let us know how we can further assist the success of your goals. Thank you for choosing Advent Environmental Consulting! Sincerely, Drue Beasley, President Advent Environmental Consulting CDPHE Registration #: ACF - 22068 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 myteam@advent-enviro.com 720.675.7175 City of Wheat Ridge wilding VENT ZIEnvironmental Consulting 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 myteam@advent-enviro.com 720.675.7175 CDPHE Registration #: ACF - 22068 LIMITED ASBESTOS INSPECTION REPORT 4435 Carr Street Wheat Ridge, CO Report Date: September 30, 2016 Job ID: 280916-2 Prepared for: Leland Moore Your Generals 98 Wadsworth Blvd Unit 127160 Lakewood, CO 80226 leland@yourgenerals.com 303.424.2244 V of ti i-?ic19e ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 www.advent-enviro.com TABLE OF CONTENTS Section 1 - Project Snapshot 1.1 Project Site Summary 1.2 Sampled Materials Summary 1.2.a Asbestos Hazard & Damage/Potential Damage Indicator Section 2 - Inspection Photos & Sample Locations Section 3 - Asbestos Content Summary & Recommendations 3.1 Regulatory Overview 3.2 Project Results & Recommendations Section 4 - Purpose Section 5 - Comments & Limitations Glossary Appendix A - Laboratory Report LIST OF ACRONYMS Material Result ACM Asbestos Containing Materials Material Condition G Good D Damaged SD Significantly Damaged Material Type North F -SM Friable -Surfacing Material F -TSI Friable -Thermal System Insulation F-MISC Friable -Miscellaneous NF -TSI Non -Friable Thermal System Insulation NF-MISC Non -Friable Miscellaneous NFI Non -Friable Category I Sample Locations N North S South E East W West Other Acronvms LAI Limited Asbestos Inspection PPE Personal Protective Equipment SFR Single -Family Residential TAT Turnaround Time / VENT Material Codes CMS CMU Sealant CT Ceiling Tile DT Duct Tape/Wrap DW Drywall ESD Exterior Siding FTM Floor Tile Mastic JC Joint Compound MA Miscellaneous Adhesive MS Miscellaneous Sealant OT Other Material PI Pipe Insulation PL Plaster RSG Roof Shingle RSH Roof Sheeting RSL Roofing Sealant SVF Sheet Vinyl Flooring SM Surfacing Material WG Window Glazing BBA Baseboard Adhesive CA Carpet Adhesive CB Cove Base of t Ridge Z JM O z N 0 co 000 U 07 O F 7 '0 z=10 Lua) o g Q o Z 0 U 0 0 o E o W Q � N J W 0 m Qr- E 0 o E 0 > O N O c> a) c U-) > a r c E � m C O T n E U N Cl) 00 r v U 0 U) @ N GO D D 0 U CL O " 00 - ami @ L co ami ami 0 V @ o N U @ .� 0 c 0 a Q @ o L o -0 M� o a 0 o v c c U) U o W 2 2 Cn O �, v — c > = O U Z, v O HL m y vv v ca 0. 0 v co m a it Q U) c o n 'C n Q E N U N C r CC@ .N c 0 d c 0 @ cr G @ U) @ co � E U) Z Z > > m CU J Z Z FO- FO - U N Cl) 00 r v U 0 U) @ N GO D D 0 U CL O " V) ami @ L co ami ami ami am75i 3 O 0 (0 O w @ Fn o N avi _ v O U � avi avi — -0 (n > W m 70 0 @ 3 C N -0 M� o a 0 o v v v v v v v 2 2 Cn O �, v — c > = O U Z, v O HL m y vv v ca v .0)E (n -- E O v >v > v O C i co a it o o -0 N N v E N U N C r w U a v .N c 0 d c 0 Cl) LO 2 co � E U) Z Z > > m CU J Z Z C: @ a) -0 o :n @ @ @ O C n @ L _N CL M M r CO CO M O NCL m0 k W Cn C:EN U)n a) a>io.m- m- -0 01'x' 3O v m v O Q Y v O U cn .1-a� @ N c o > N @ O @ H > dl Y n U > CV 0 >r U Cn o n cn I- @ E n @ @ CL c 0 0 cu@ p d' O O O LO O QM O O 3 O O 3 r r 3 d' 3 X 3 0 3 0 M 3 0 r 3 I- r 3 O r 3 �,�' N= 0 0 0 0 0 0 0 c N 0 2 d T " 0 U) E C (7(.7C3�C�o0 co U) T N rO, U U �_ T 0 vn. � T VJ c_U � � � (U_ U N Cl) 00 r v U 0 U) @ N GO D D 0 U CL O " V) ami @ L co ami ami ami am75i 3 O 0 (0 O w @ Fn avi avi nvi avi � avi avi — -0 (n > W m 70 0 @ 3 vi o -0 M� o a 0 o v v v v v v v 2 2 2 �0000000aaa �, v — c > = O U Z, v M�@ (0 HL m y vv v ca v .0)E (n -- E O v >v > O O C G E F,°@ Q U) o L iv N N v N N v N C r w U a v Lip c 0 c 0 c 0 c 0 c 0 c 0 c 0 L_ co 2 A@ v@ OU a") O E c Y - N ° > > Z Z Z Z Z Z Z C: @ a) -0 o :n @ @ @ O C n @ L _N CL M M r r r M M M r r k W c -0 -0 @ v o v, -0 '0 CO L o 2 a) a>io.m- m- -0 01'x' 3O v m v > E n @ c°' �-' U L -p fn ,E a)c - O @ Cll N c c @ N C@ p U U C @t+ L > N @ O @ H > dl Y n CO O L E OZ H L O@ v CV 0 o> '� `� N v m T � @ .v @ � E n m 0 @ o @ • .O C > > f@U@ a Y Z I- @ E n @ @ CL c 0 0 0 0 d' O O O LO O QM O O 3 O O 3 r r 3 d' 3 X 3 0 3 0 M 3 0 r 3 I- r 3 O r 3 �,�' N= 0 0 0 0 0 0 0 0 0 0 2 0 U) co (7(.7C3�C�o0 O U U �_ 0 vn. � 2ic� c_U � � � (U_ UJ Cn c c G c G� U� UI C C c G F>' LL LL LLL LL LL LL Li. 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LL c \ \ N m } \ 2 / \/ /kk I $ o \j\ O}§f q�Q-2 \ \ § c = _ _ $ƒ/\ 0--_ CO 2 3 E E\ff J:) Cc �\ƒ/ cm 0 C cc Rkk/ o -0 .g o cm 2 ¢ �g=n 0 co a o E / 2'\/\ f 0 E \ / o \ f ƒ � \ & £ U) cu NCc 2 2 2 \ 0 \ 0 ( \ ° t ) 2 0 0 ? f /C,4$ \ / V) co Co 2// e 0 0 0 0 0 N y c o& u a a a (D (D / k\ 0 5 O o 3 c 2 0 \g 2 mea - § .. U 0 \ j \ ° \ $ 7 LL Z `/ _ 2 7 2 z LL » \\) _ƒ 20o >k£ \ E I E \< 7 03 / a) \ \ \ _ -S % --o \ J 4 < & Q c @ \ 4 5 @ f Q 2 4 0 m E U) C: = m I k / c 0 } M / m O � � e CLco 3 .g m §7/ » e 'a M e M 2 O / \ m E \ / 7 _/ M / 0 / \ 0 § \ \ \ O _ @ � O p> co C: Q _ / E/ U)o °./ k k / — \ Cl) 2 4 e / E ƒ � ./ 0 \ 7 0 0 0 .. LL c \ \ N m } \ 2 / \/ /kk I $ o \j\ O}§f q�Q-2 \ \ § c = _ _ $ƒ/\ 0--_ CO 2 3 E E\ff J:) Cc �\ƒ/ cm 0 C cc Rkk/ o -0 .g o cm 2 ¢ �g=n 0 co a o E / 2'\/\ f 0 E \ / o \ f ƒ � \ & £ U) cu NCc 2 2 2 \ 0 \ 0 ( \ ° t ) 2 0 0 ? f /C,4$ \ / V) co Co 2// e ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 www.advent-enviro.com Section 2 - Inspection Photos & Sample Locations The overall asbestos content, for a material with multiple samples, is the highest result in the set. Materia Des k. L SM1-1 vr` + °' SM1-2 Class: F -SM Condition: SD Hazard: Low Class: F -SM Class: F-MISC Condition: G Hazard: Low Materia Des L SM2-1 SM2-2 SM2-3 Materia Des L FTM1-1 MASTIC VENT l Code: SM1 None -Detected cription: White Rough Texture ovation: Main Level Debris on Floor nF Debris on floor hallway main level �? t Debris on Floor Southeast room main level None -Detected Debris on floor living room main level None -Detected ' f 9 None -Detected 1 kR (t J V I *77- Condition: SD Hazard: Low Class: F-MISC Condition: G Hazard: Low Materia Des L SM2-1 SM2-2 SM2-3 Materia Des L FTM1-1 MASTIC VENT l Code: SM1 None -Detected cription: White Rough Texture ovation: Main Level Debris on Floor Individual Sample Result Debris on floor hallway main level None -Detected Debris on Floor Southeast room main level None -Detected Debris on floor living room main level None -Detected Under floor tile in kitchen None -Detected I j Cause of Damage: Partial Removal II Code: SM2 None -Detected -ription: White Trowel Texture/ Plaster ocation: Main Level Debris on Floor Individual Sample Result Debris on foor in Northwest bedroom main level None -Detected Debris on floor in Southwest bedroom main level None -Detected Debris on floor in Southwest bedroom main level None -Detected Under floor tile in kitchen None -Detected I j Cause of Damage: Partial Removal II Code: FTM1 None -Detected ,ription: White Fibrous Mastic ocation: Kitchen/ Hallway Entry Individual Sample Result Under floor tile in kitchen None -Detected Under floor tile in kitchen None -Detected I j city of Wheat Rage ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 VENT www.advent-enviro.com Emacnmrnal Conwlwi¢ Section 2 - Inspection Photos & Sample Locations (Continued) The overall asbestos content, for a material with multiple samples, is the highest result in the set. Material Code: SVF1 None -Detected No Picture Provided Des L SVF1-1 ADHESIVE Class: NF-MISC Condition: G Hazard: Low No Picture Provided Class: NF-MISC Condition: G Hazard: Low Class: F -SM Condition: G Hazard: Low cription: White Sheet Vinyl Flooring ocation: Kitchen/Bathroom Main Lvl Individual Sample Result From sheet vinyl alon South wall in kitchen None -Detected Bmnt NW / SW Rooms / Stairs None -Detected SM3-1 North wall, Stairwell Landing None -Detected SM3-2 West wall Between window & light switch From sheet vinyl alon South wall in kitchen None -Detected Material Code: OT1 None -Detected Description: White Painted Brick Grout Individual Sample Result Location: Mail Level Fireplace OT1-1 From top of fireplace on main level None -Detected Material Code: Description: SM3 None -Detected Orange Painted Textured Walls Individual Sample Result Location: Bmnt NW / SW Rooms / Stairs None -Detected SM3-1 North wall, Stairwell Landing None -Detected SM3-2 West wall Between window & light switch None -Detected SM3-3 SW bsmnt room, NE corner by bathroom City of Wheat Ridge ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 VENT www.advent-enviro.com Section 2 - Inspection Photos & Sample Locations (Continued) The overall asbestos content, for a material with multiple samples, is the highest result in the set. - Materi Des L SM4-1 _J. _ - A& _A0 Class: F -SM Condition: SD Hazard: Low i Class: F -SM Condition: G Hazard: Low SM4-2 SM4-3 Mated, Des L SM5-1 SM5-2 SM5-3 M ate ri; Des L FTM2-1 MASTIC al Code: SM4 None-Cotectnt cription: Light Blue Smooth Textured Walls Individual Sample Result ocation: Basement NE Room North wall under window None -Detected West wall debris on floor None -Detected East wall debris on floor None -Detected Cause of Damage: Partial Removal II Code: SM5 �ription: Blue Rough Textured Walls Individual Sample Result ocation: Basement Sink Room West wall 2' from ceiling N of light switch 3% Chrysotile North wall, bottom right corner None -Detected East wall 5" South 6' up None -Detected II Code: FTM2 -ription: 9x9 Floor Tile & Mastic Individual Sample Result ocation: Bsmnt SE Storage/ NW Rm Floor 2' West of shelves on East wall 10% Chrysotile Floor 2' West of shelves on East wall 10% Chrysotile Class: NF-MISC Condition: G Hazard: Low City of (Wheat Ridge Ing Cause of Damage: Partial Removal II Code: SM5 �ription: Blue Rough Textured Walls Individual Sample Result ocation: Basement Sink Room West wall 2' from ceiling N of light switch 3% Chrysotile North wall, bottom right corner None -Detected East wall 5" South 6' up None -Detected II Code: FTM2 -ription: 9x9 Floor Tile & Mastic Individual Sample Result ocation: Bsmnt SE Storage/ NW Rm Floor 2' West of shelves on East wall 10% Chrysotile Floor 2' West of shelves on East wall 10% Chrysotile Class: NF-MISC Condition: G Hazard: Low City of (Wheat Ridge Ing II Code: FTM2 -ription: 9x9 Floor Tile & Mastic Individual Sample Result ocation: Bsmnt SE Storage/ NW Rm Floor 2' West of shelves on East wall 10% Chrysotile Floor 2' West of shelves on East wall 10% Chrysotile Class: NF-MISC Condition: G Hazard: Low City of (Wheat Ridge Ing Class: NF-MISC Condition: G Hazard: Low City of (Wheat Ridge Ing ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 ;s myteam@advent-enviro.com Lakewood, Colorado 80226 VENT www.advent-enviro.com Emuenmenal Cumulrn� Section 2 - Inspection Photos & Sample Locations (Continued) The overall asbestos content, for a material with multiple samples, is the highest result in the set. Class: NF-MISC Condition: G Hazard: Low I a,n io ,i Class: F -SM Condition: G Hazard: Low Mated Des L FTM3-1 MASTIC Mated Des L SM6-1 SM6-2 SM6-3 Materia Des L SM7-1 SM7-2 SM7-3 tl Code: FTM3 cription: Tan 9x9 Floor Tile & Mastic ocation: Under Stairs / SW Room Individual Sample Result Floor center of doorway 10% Chrysotile South wall by faucets None -Detected North wall East corner by hanging shevling None -Detected Floor center of doorway 5% Chrysotile d Code: SM6 None -Detected cription: Orange Textured Walls & Ceiling ocation: Basement SE Storage Rm Individual Sample Result East wall center None -Detected South wall by faucets None -Detected North wall East corner by hanging shevling None -Detected I[ Code: SM7 None -Detected cription: Textured Walls & Ceiling ocation: Basement Bathroom Individual Sample Result West wall 5' high 6" North of doorway None -Detected Southwall by shower door None -Detected C eiling Southwest corner None -Detected City of Wheat Ridge ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226\\ PVENT www.advent-enviro.com I 1 Section 2 - Inspection Photos & Sample Locations (Continued) The overall asbestos content, for a material with multiple samples, is the highest result in the set. Class: NF-MISC Condition: G Hazard: Low Class: F -SM Condition: G Hazard: Low Class: NF1 Condition: D Hazard: Low Material Code: WP1 None -Detected Description: Brown/Gray Wallpaper Location: South Wall, SW Rm, Bsmt WIP1 -11 Southeast corner of Southwest room above radiator Materia Des L SM8-1 SM8-2 SM8-3 Individual Sample Result None -Detected it Code: SM8 None -Detected -ription: White Textured Ceiling ocation: Basement SW, NW Rooms Individual Sample Result Ceiling Norhteast corner of Northwest room None -Detected Ceiling Southwest corner of Southeast room None -Detected Ceiling West wall above doorway None -Detected Material Code: RSG1 None -Detected Description: Black Tar Roofing Material Location: Roof RSG1-1 r On roof in debris Cause of Damage: Fire Damage Individual Sample Result None -Detected City of , Wheat Rfd9e tuilding Div_ . ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 VENT www.advent-enviro.com Section 3 - Summary & Recommendations 3.1 Regulatory Overview Any material with an asbestos content greater than 1 %, that is friable or will become friable during work, is considered a regulated asbestos containing material (RACM) by both the Environmental Protection Agency (EPA) and the Colorado Department of Public Health and Environment (CDPHE). These materials must be removed by a certified asbestos abatement contractor prior to beginning work. Initial results are generated from a visual estimate by the laboratory analyst and could differ with a more accurate analysis known as point counting. Any friable material sample identified as having a trace (equal to or less than 1 %) amount of asbestos, must be considered a RACM unless verified by point - counting to be equal to or less than 1 % and, in fact, a trace material. For materials with a set of multiple samples (i.e. SM with 3, 5, or 7 samples) the asbestos content is whatever the highest result is out of the set; therefore, if one result of a material with multiple samples is trace, but another result of the same material is 3%, then the overall asbestos content for the material is 3% and the trace results within the set become irrelevant. 3.2 Project Results & Recommendations Asbestos -Containing Material Materials with an asbestos content greater than 1 %, that have not been damaged, have been identified. Please do not disturb asbestos -containing materials in any manner that would damage, break, crack or otherwise risk the possibility of asbestos fibers releasing from the material, contaminating the air, and creating hazardous exposure to asbestos fibers . Asbestos -containing materials in non -school buildings do not need to be removed or managed in a way that would prevent disturbance; however, if a friable asbestos -containing material must be disturbed, or a non -friable asbestos -containing material must be disturbed in a manner that will render it friable, it must be managed by a certified asbestos abatement contractor. None -Detected Materials with a result of None -Detected have been verified by the laboratory to be absent of asbestos. Please work safely and if new materials are discovered, which are not covered in this report, contact Advent to have them sampled for asbestos. Although diligence was used to inspect and sample all materials within the work scope, there may be additional materials discovered during removal which may need to be sampled. If additional, suspect materials are discovered which are not covered in this report, please contact Advent Environmental Consulting prior to disturbing them. Any material not sampled should be assumed to contain asbestos until proven otherwise. Final Air Clearance (FAC) Advisory Asbestos fibers released from damaged building materials present a hazard to the respiratory system. Therefore, abated ACMs will be fully contained to prevent airborne dust, generated by the abatement work, from escaping the work area and creating a health hazard. Upon completion of abatement, microscopic asbestos fibers, may still be present within the work area. These microscopic fibers can only be detected under a microscope to determine if the air quality is at a safe level. Advent Environmental Consulting provides post -abatement, final air clearances, using AHERA state -certified Air Monitor Specialists, that will verify that all ACMs have been successfully removed and, using EPA and CDPHE approved air sampling techniques, that the air quality is at a safe level to reoccupy withodt'"__'' personal protective equipment. j° city of Wheat Ridge uilding 720.675.7175 myteam@advent-enviro.com www.advent-enviro.com Limitation ADVENT ENVIRONMENTAL CONSULTING 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 Although diligence was used to inspect and sample all materials within the work area, there may be additional materials, that were hidden and/or inaccessible during the initial inspection, discovered during removal which may need to be sampled. If ANY additional building material is discovered, which is not covered in this report, that will be damaged by work activities, or, additional building materials are added to the scope of renovation or demolition activities, please contact Advent Environmental Consulting prior to disturbing them. In accordance with CDPHE Regulation No.8 for asbestos - ANY MATERIAL NOT SAMPLED SHOULD BE CONSIDERED AN ASBESTOS -CONTAINING MATERIAL UNTIL PROVEN OTHERWISE. Advent Environmental Consulting is not liable for disturbance or damage to materials which are not covered in this report. 7tyof Wheat Ridge ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 ' myteam@advent-enviro.com Lakewood, Colorado 80226 VENT www.advent-enviro.com «r c—,uit. Section 4 - Purpose The purpose of the inspection was to verify the absence or presence of asbestos in the building materials, included in the project scope of work, which may be disturbed during work activities, to determine if asbestos abatement is needed prior to beginning work. As required by the Environmental Protection Agency (EPA) National Emission Standard of Hazardous Air Pollutants (NESHAP) and the Colorado Air Quality Control Commission Regulation No. 8—Asbestos (Reg. 8), those materials were inspected and sampled. Samples were submitted to a laboratory accredited under the National Voluntary Laboratory Accreditation Program (NVLAP) to be analyzed for the presence of asbestos. The federal NESHAP standard for asbestos states that the owner or operator of a demolition or renovation activity involving asbestos in a commercial building must remove all such material from a facility being demolished or renovated before any activity begins that would break up, dislodge, or similarly disturb the material, of preclude access to the material for subsequent remo val. Reg. 8 extends this protection to residential dwellings. Advent Environmental Consulting, L.L.C. (AEC) was contracted to perform a limited asbestos inspection. The inspection was performed in accordance with the federal—Environmental Protection Agency (EPA), Occupational Safety & Health Administration (OSHA)—and state—Colorado Department of Public Health and Environment (CDPHE) regulations which govern asbestos management, by a CDPHE certified asbestos building inspector, trained by an EPA accredited training organization. Section 5 - Comments & Limitations The inspection of the site address listed at the beginning of this report was limited to only specific materials of the project scope of work as directed by the client. The limitation of the inspection also includes only portions of a material sampled as identified in the location and quantity sections of this report and any material beyond the specified quantity should not be considered adequately sampled to represent the entirety of the material. Additional samples may be needed to represent materials outside of the work scope even if they are included in this report. Quantities listed in this report (Section 1 - Project Snapshot) are approximate quantities of the amount of material that will be included within the scope of work based on information gathered from the client. This approximate quantity is used by the inspector to determine the amount of samples to collect respective to the regulatory requirements outlined in the Identifying Homogenous Areas & Sampling section of the Glossary. Contractors using this report should gather more accurate measurements before drawing conclusions of subsequent work activities. In order to collect samples, various marks, cuts, breaks or other slight damage to materials may be required. In order to prevent damage extending outside of the work scope, samples were collected in client designated areas of remodel/renovation which the client will remove during work activities. This is done so that damage created by the inspection will be removed with the bulk removal in the work scope. Alternatively, samples were collected in inconspicuous, hidden places to avoid unsightly damage. The best possible measures were taken to collect the minimal amount of materials necessary, to get accurate results, in the most inconspicuous places possible; however, no guarantee is made that the conditions exist to prevent visible damage. City of Wheat Ridge uilding ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 `'ENT www,advent-enviro.com AEC and its consultants, partners, agents and employees shall not be liable to the client for any materials damaged, during the rendering of services by the AEC. Additionally, AEC shall not be liable to the client for any materials damaged, during work activities subsequent to the services rendered by AEC, which were not properly inspected by AEC. Finally, AEC shall not be liable to the client for any special or consequential damages, including but not limited to, lost profits, loss of use, or any other cause whatsoever. Any compensation to the client for damages shall not exceed the total compensation received by AEC from the client. Although diligence was used to inspect and sample all materials within the work scope, there may be additional, hidden materials not covered in this report, discovered during gross removal which may need to be sampled. If additional, suspect materials are discovered which are not covered in this report, please contact AEC prior to disturbing them to have them properly sampled. Any material not proven to be free of asbestos, should be assumed to contain asbestos until proven otherwise. This report, including any other documents attached hereto or referred to herein, which form a part hereof, embodies the entire agreement and understanding of the parties hereof including, but not limited to, any verbal or written agreement(s) made prior or subsequently to the preparation of this report. This report may not be amended except in writing signed by a duly authorized representative of the respective parties. The receiving party shall not alter, modify, decompile, disassemble, reverse engineer, translate or create derivative works from this report. The receiving party shall use this report only for the limited purpose described above and not for any other purpose. The asbestos inspection was conducted in a manner consistent with the degree of care and skill ordinarily exercised by and consistent with the standards of competent consultants of the asbestos inspection profession. The results, findings, conclusions and recommendations expressed in this report are based on conditions of the specific areas, defined by the client, observed during the time of the limited inspection. The information contained in this report is relevant to the date on which this survey was performed, and should not be relied upon to represent conditions at a later date. This report has been prepared on behalf of and exclusively for use by the client for specific application to the project as discussed. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. Advent Environmental Consulting 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. Respectfully Submitted, Drue Beasley, Certified Building Inspector #18325 Advent Environmental Consulting CDPHE Business Registration #: ACF - 22068 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 drue@advent-enviro.com 720.675.7175 r City of , Wheat Ridge ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 ° VENT www.advent-enviro.com Glossary Material Friability These categories were used to determine methods for assessing suspect materials based on their friability and ability to release harmful asbestos fibers— i.e. friable materials are more likely to release asbestos fibers. 1. Friable (F) - materials that can be crumbled or reduced to powder by hand pressure. 2. Category I Non -Friable (NFI) - materials that cannot be crumbled or reduced to powder by hand pressure including resilient floor coverings, gaskets, packing materials and asphalt impregnated roofing materials. 3. Category II Non -Friable (NF) - All other materials that cannot be crumbled or reduced to powder by hand pressure that do not include category I non -friable materials. Material Type AHERA and Reg 8 require building inspectors to categorize the type of suspect building materials into one of three categories: 1. Surfacing Material (SM ) - a material that is sprayed on, troweled on, or otherwise applied to surfaces, such as acoustical plaster in ceilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 2. Thermal System Insulation (TSI) - a material applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss or gain, or water condensation, or for other purposes. 3. Miscellaneous (MISC) - an interior building material on structural components, structural members or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. Friability and material type categories for each material inspected are reported with their respective friability and type codes (e.g. F -SM, F -TSI, NFI, etc.). Non -friable category II materials are identified with non -friable code (NF) and the type code for the material (e.g. NF -SM, NF -TSI, NF-MISC), Identifying Homogenous Areas & Sampling Homogenous areas of each material are identified within the work area. Homogenous materials are grouped based on color, texture, and date of application. These materials are then given an approximate quantification of removal or disturbance during work activities to determine the amount of samples to take for each material as defined by AHERA and Reg. 8: Surfacing materials ■ Minimum of 3 random samples for quantities under 1,000 ft' ■ Minimum of 5 random samples for quantities >1,000 ft' & <5,000 ft2 ■ Minimum of 7 random samples for quantities >5,000 ft' 2. Thermal system insulation ■ Minimum of 3 random samples for all TSI *except patches <6 linear ft. or 6 ftz 3. Miscellaneous materials ■ Minimum of 1 sample City of Wheat Ridge ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 VENT www.advent-enviro.com APPENDIX A - Laboratory Report City of Wheat Ridge uilding Oivisonn EMSL Analytical, Inc. 1111 aI!I� 1010 Yuma Street Denver, CO 80204 Tel/Fax: (303) 740-5700 / (303) 741-1400 19iI1 it li ol,„ http://www-EMSL.com / denverlab@emsl.com Attention: Drue Beasley Advent Environmental Consulting 7830 W. Alameda Ave Unit 103-216 Lakewood; CO 80226 Project: 4435 Carr St. Wheat Ridge, CO EMSL Order: 221606997 Customer ID: AVTE25 Customer PO: 280916-2 Project ID: Phone: (720) 675-7175 Fax: Received Date: 09/28/2016 4:45 PM Analysis Date: 09/28/2016 - 09/29/2016 Collected Date: 09/28/2016 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/916 Method using Polarized Light Microscopy Inseparable paint / coating layer included in analysis SM2-3-Skim Coat White Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type SMI -1 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) Inseparable paint / coating layer included in analysis 221606997-0001 Homogeneous Inseparable paint / coating layer included in analysis Gray 15% Quartz SM1-2 White 5% Ca Carbonate None Detected 85% Non-fibrous (Other) Non -Fibrous 95% Non-fibrous (Other) Homogeneous 221606997-0002 Homogeneous FTM1-1 Inseparable paint /coating layer included in analysis 10% Synthetic 50% Quartz None Detected SM1-3 White 100% Non-fibrous (Other) None Detected Non -Fibrous Homogeneous 221606997-0003 Homogeneous SVF1-1 BrownlTan Inseparable paint/coating layer included in analysis 80% Non-fibrous (Other) None Detected SM2-1 White 5% Ca Carbonate None Detected 221606997-0008 Non -Fibrous 95% Non-fibrous (Other) 221606997-0004 Homogeneous Gray Inseparable paint/ coating layer included in analysis None Detected Non -Fibrous SM2-2 White 20% Ca Carbonate None Detected Homogeneous Non -Fibrous 80% Non-fibrous (Other) 221606997-0005 Homogeneous 20% Ca Carbonate Inseparable paint / coating layer included in analysis SM2-3-Skim Coat White 100% Non-fibrous (Other) None Detected Non -Fibrous 221606997-0006 Homogeneous Inseparable paint / coating layer included in analysis SM2-3-Base Coat Gray 15% Quartz None Detected Non -Fibrous 85% Non-fibrous (Other) 221606997-0006A Homogeneous FTM1-1 Tan 10% Synthetic 50% Quartz None Detected Fibrous 2% Glass 10% Ca Carbonate 221606997-0007 Homogeneous 28% Non-fibrous (Other) SVF1-1 BrownlTan 10% Cellulose 80% Non-fibrous (Other) None Detected Fibrous 5% Synthetic 221606997-0008 Homogeneous 5% Glass OT1-1 Gray 50% Quartz None Detected Non -Fibrous 20% Ca Carbonate 221506997-0009 Homogeneous 30% Non-fibrous (Other) SM3-1 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221606997-0010 Homogeneous Inseparable paint / coating layer included in analysis SM3-2 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221606997-0011 Homogeneous Inseparable paint / coating layer included in analysis SM3-3 White 20% Ca Carbonate No Detect Non -Fibrous 80% Non-fibrous (Other) 221606997-0012 Homogeneous Cit Y Of Inseparable paint /coating layer included in analysis eat Initial report from: 09/29/2016 08:56:21 AS3 PL1L7 0008 - 1_7? Printed: 9/30/2016 2:17 PM EMSL Analytical, Inc. 1010 Yuma Street Denver, CO 80204 Tel/Fax: (303) 740-5700 / (303) 741-1400 http //www.EMSL com / denveriab@emsl.com EMSL Order: 221606997 Customer ID: AVTE25 Customer PO: 280916-2 Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type SM4-1 White 100% Non-fibrous (Other) None Detected Non -Fibrous 221606997-0013 Homogeneous Inseparable paint / coating layer included in analysis SM4-2 White 100% Non-fibrous (Other) None Detected None Detected Non -Fibrous Non -Fibrous 221606997-0014 Homogeneous 221606997-0018 Inseparable paint %coating layer included in analysis SM4-3 White 100% Non-fibrous (Other) None Detected Non -Fibrous 221606997-0015 Homogeneous SM6-1 Inseparable paint / coating layer included in analysis 20% Ca Carbonate None Detected SM5-1 White 97% Non-fibrous (Other) 3% Chrysotile Non -Fibrous Homogeneous 221606997-0016 Homogeneous Inseparable paint / coating layer included in analysis 'Sample contained blue paint and white paint. No texture observed behind blue paint. Texture containing chrysotile observed behind small flecks of white paint ' SM5-2 221606997-0017 'No texture observed' Gray/White Non -Fibrous Homogeneous 100% Non-fibrous (Other) None Detected SM5-3 White 100% Non-fibrous (Other) None Detected Non -Fibrous 221606997-0018 Homogeneous 'Texture located behind dark beige paint" lnseparab'e paint/ coating layer included in analysis SM6-1 White 20% Ca Carbonate None Detected Non -Fibrous 5% Mica 221606997-0019 Homogeneous 75% Non-fibrous (Other) Inseparable paint / coating layer included in analysis SM6-2 White 20% Ca Carbonate None Detected Non -Fibrous 5% Mica 221606997-0020 Homogeneous 75% Non-fibrous (Other) Inseparable paint / coating layer included in analysis SM6-3 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221606997-0021 Homogeneous Inseparable paint/ coating layer included in analysis FTM2-1-Floor Tile Tan 90% Non-fibrous (Other) 10% Chrysotile Non -Fibrous 221606997-0022 Homogeneous FTM2-1-Mastic Black 90% Non-fibrous (Other) 10% Chrysotile Non -Fibrous 221606997-0022A Homogeneous FTM3-1-Floor Tile Brown 90% Non-fibrous (Other) 10% Chrysotile Non -Fibrous 221606997-0023 Homogeneous FTM3-1-Mastic Black 95% Non-fibrous (Other) 5% Chrysotile Non -Fibrous 22160699,'-0023A Homogeneous SM7-1 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221606997-0024 Homogeneous Inseparable paint / coating layer included in analysis SM7-2 White Non -Fibrous 221606997-0025 Homogeneous Inseparable paint / coating layer included 1n analysis l Initial report from. 09/29/2016 10:56:11 __ Printed 9/29/2016 8:56 AM 20% Ca Carbonate None D ted 80% Non-fibrous (Other) City of j! EMSL Order: 221606997 EMSL Analytical, Inc. 1010 Yuma Street Denver, CO 80204 Customer ID: AVTE25 ! tli�i Iil�lglNlii�N'�# Tel/Fax: (303) 740-5700 / (303) 741-1400 Customer PO. 280916-2 I1l1I1�1 l�t���1 http://www.EMSL.com 1 denverlab@emsl.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarizer) Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type SM7-3 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221606997-0026 Homogeneous Inseparable paint / coating layer included in analysis WPI -1 -Wallpaper White 85% Cellulose 15% Non-fibrous (Other) None Detected Fibrous 90% Non-fibrous (Other) 221606997-0027 Homogeneous WP1-1-Texture White 20% Ca Carbonate None Detected SM8-3 Non -Fibrous 80% Non-fibrous (Other) 221606997-0027A Homogeneous 90% Non-fibrous (Other) SM8-1 White 10% Ca Carbonate None Detected Inseparable paint / coating layer included in analysis Non -Fibrous 90% Non-fibrous (Other) 221606997-0026 Homogeneous Inseparable paint / coating layer included in analysis SM8-2 White 10% Ca Carbonate None Detected Non -Fibrous 90% Non-fibrous (Other) 221606997-0029 Homogeneous Inseparable paint / coating layer included in analysis SM8-3 White 10% Ca Carbonate None Detected Non -Fibrous 90% Non-fibrous (Other) 221606997-0030 Homogeneous Inseparable paint / coating layer included in analysis RSG1-1 Brown/Black 20% Glass 60% Quartz None Detected Fibrous 20% Non-fibrous (Other) 221606997-0031 Homogeneous Analyst(s) Abigail Crock (9) Stuart Printz (26) d3—,,-6 Brendon Rawlings, Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client- This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP.. NIST or any agency of the federal government. Non -friable organically bound materials present a problem matrix and therefore recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy. precision and uncertainty data available upon >91est. Unless requested by the dient, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% City of Samples analyzed by EMSL Analytical, Inc. Denver, CO NVLAP Lab Code 200828-0 Initial report from: 09/29/2016 10:56:11 ASS P -N7 00f)E - 1.7 . Printed: 9/29/2016 8:56 AM - CD o m OC CD , 0 4 Ai `G CD o' o 61 o y p• .cos A� ^'CD � CD 00O N n �aqCr CD CDrijCn0 fD co w � o 0 25'-22" LELAND MOORE GENERAL CONTRACTOR 98 Wadsworth Blvd Lakewood, Co. 80226 Phone: (303)424-2244 W 10'-4" 5 JAY RESIDENCE 4435 CAR STREET WHEATRIDGE, CO. 80033 JEFF. CO. SUBDIVISION: KENRIDGE PARCEL #: 39-232-03-006 SCHEDULE: 300024592 BLOCK: 0027 SECTION: 23 TOWNSHIP: 3 RANGE: 69 Roof strucual reframing & Interior Fire Restoration Single family residence iy or �ahewl%" �n _ e ^ 25'-22" LELAND MOORE GENERAL CONTRACTOR 98 Wadsworth Blvd Lakewood, Co. 80226 Phone: (303)424-2244 W 10'-4" 5 JAY RESIDENCE 4435 CAR STREET WHEATRIDGE, CO. 80033 JEFF. CO. SUBDIVISION: KENRIDGE PARCEL #: 39-232-03-006 SCHEDULE: 300024592 BLOCK: 0027 SECTION: 23 TOWNSHIP: 3 RANGE: 69 Roof strucual reframing & Interior Fire Restoration Single family residence iy or �ahewl%" �n _ e Work shall comply with the following codes: 2012 IRC, 2012 IECC & 2014 NEC. Ice and water shield underlayment extending 2 feet inside exterior walls is required at the eaves. .L4. City of 'V�heat idge CO�MMUNITY DEVELOPMENT Wheat Ridge Buildin Division Approved Pans z Examiner Dote Validity of permit: The issuance of a permit or opprovol of plans specifications and computations shop not be o pem* for. or an approval of, any violation to any of the provisions of the burkng code or of any City ordinances. PeRnits presuming to give au#* ty to violate or cancel the provisions of the Builchng codes or other ordinances of the City shall not be valid. Drop top gable truss 2X6 Barge rafter \ N Engineered trusses on existing 2x8 top plate and cinder block with MTSM 16 twist straps at all trusses 1» .2-52 41' 39' New standard trusses with Existing 2X8 Top plate on brick veneer over cinder block New scissors trusses with 4:12 pitch & 2:12 pitch Drop top gable truss 2X6 Barge rafter Roof covering 30 year dimensional shingles with 2 layers 15# felt 11 Over frame new Trusses ® 24 OC Min. Existing car port to remain the same 12 12 Roof covering stick polyglass modified aSUIadim Y1UI`r� down CO 0rjQ ,co' °�b co � CQ q o � z x x xo�crr I CD (ZD �C�Cn M� H PQ oc\2o W WED 1 0Z E—E� W L.7 CQ C) En ,2 �4xW��w Cn O E— W E— cc s b � 02 0 0 > o I OU isoCO 14 01 � � o w boy; co - 2 5'-i$„ 3 5' 44'-52" Q,) U x O C"J G O cn O Gcn �CQdy� �n ►moi Un aO wCw'3� CC\2 W O � LrD �m�w�Uw ��r►-�Q,vDzn O E-+ w� (:0� o�CmCQ w w ►-a �7 05 a a East Elevation 1 �o W zn A �. cp w cit �� C) ���CQ m�r wED C)o I off,, � E. o Ln C-) cnC/) 0 oo�o� �C\2 o� �cc a �o � w CO 0 ►-�� co Baa North Elevation Ln Com] "r" W heat utmy DEVELOPMENT !jg Wheat Ridge Buildin Division Approved Pons Mons Ezcxniner pate Validity of permit: The issuance of a permit or approval of plans, spedfioofions and computations shop not be a permit for, or an approval of, any violation to any of the provisions of the NAdWV code or of any City ordnonces. Permits presuming to give outhority to violate or cancel the provisions of the Building codes Of other ordinances of the City shall not be valid. Carbon monoxide detector(s) shall comply with Section R315 of the 2102 IRC & not more than 10' from the entrance of any sleeping room. Smoke alarms shall be required in each sleeping room and outside each sleeping area per 2012 IRC, Section 313. Walls in shower shall have non- absorbent finish to 6' above floor. In areas specified in NEC article 210.12 (A) where 15 & 20 A, 120v receptacles are replaced, arc -fault protection shall be provided as per NEC article 406.4 (11)(4). Outlets are required to be arc - fault protected. 79 0 Dinning R001n .. r�1-4 o c w cz .b C� w cz u o � CD o V, I Ln %/2 w o Q C"2 o w w I o = c l UO In enclosed usable space beneath stairs, min. '/i" drywall is required on underside of stairs and on adjacent walls. Basement (� New Framing �Exc.��► �o�l�.v ori W&* l�N Egress window(s) required complying with R310 of the 2012 IRC for size, height, location, well and ladder requirements. E --e ty� W E-- i• -La � -O n c 2 CQ $7= O .'5 a, or W cs - � o v I E --e ty� W E-- i• -La � -O n c 2 CQ $7= O .'5 a, or o t Family room Family room New Fr aniing torag Laundry Utility 13 Basement 1 Storage - CD 91 3 ter 46 Z C 44-1 C-) s~ oma+; c� w C\2 � Q o U CQ Cn VD wO�C10 Aa F-" W n C'J w C/D w -4 O C-) e� �4 F=04 C=)� CQ o �� _o W CA at idle ulld� O Ln 39' lzx ... i W �1 � O W �oC) CQ �- JC�� � �� ��CQ C/D CID ®® C\2 CQ CQ 1 ct Ci of Exi s t i eat ii FPUBuilding ivl.00 Basement Lj Framing to be Removed W C12 w cp 'J ' I � C) D UD I C/D w 0 - c O w UD C2) C\I G�2 Ln W E- >-, >-, �1 -ttl ►�dy•-,G, W !SU) �1 ® Q b o ®� w CC) c.� � 4—) x o EXYS 4 1 ' Whew Building Di 5 A i CITY OF WHEAT RIDGE r j. �(303) Building Inspection Division(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L Job Address: � 3 5� ra Q -e 7— Permit Permit Number: a -o o 19 3 3 'e P C— ,111 E�� ­o,R Y 1 4 A 3 t 5 3' / s /�//(- //� ❑ No one available for inspection: Time /,� AM/PM Re -Inspection required: Yes No *When corrections have been made, call for rte -Inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE FOR OFFICE USE ONLY City of ,�;Or Wh6at:,R le 0 , Ty DLvr-'t.oPmLNT �9' COMMUNI it # plen1perm Building & inspection Services Division 7500 W, 2e Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office* 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Please omplete all, highlighted areas, on both sides of this f6m. in "Jew "01catiops m4y not be processed. Property Address-. -±Z L3 Property Owner (please print): 1, phone: 7 5� 0 ---------- Property Owner Email., Mailing Address: (if different than property address) Address- City, State, Zip: ArchitectlEnginser E-mail.- Phone: Contractor: 771,11 Contractors City Licenset /0 0 -'z- C' Phone: Contractor E-mail, Address: 11,12� t_,-1 e,- z- /5 Sub Contractors.- Electrical: Plumbing: Mechanical: W.k City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form n (Check all that apply) j� w � a w al � � " ♦ '"�� A A a w•. :: A � !. A:IYr � s A. r w A,a Y ..aAA ...*. • « . M A A! M # �" 9M A w � • • A ) rpt of materials to be used, etc. la ^q t Sq, FULF StuAa Gallons Amps square Other City of Wheat Ridge Residential Demoliti PERMIT - 201601575 PERMIT NO: 201601575 ISSUED: 10/07/2016 JOB ADDRESS: 4435 Carr ST EXPIRES: 10/07/2017 JOB DESCRIPTION: Demo interior drywall/plaster and finish flooring *** CONTACTS *** OWNER (303)420-8533 JAY JOYCE FKA JOYCE L COOK GC (303)424-2244 Leland Moore 100261 Leland Moore General Contrac. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATI .;,,,a FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply with applicable codes and ordinances and is subject to field inspections. I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ZZ Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepennit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this pen -nit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit border 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 anting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable co o any,ordin a or regulation of this jurisdiction. Approval of work is subject to field inspection. in ) 3 l leo Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PH ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I City of W heat �', COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 10/ Plan/Permit # Plan Review Fee: Building Permit Application "` Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *" Property Address:? 5✓ Co ✓✓ Property Owner (please print): Phone: 303 6 67 s3�� Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Engineer: Architect/Engineer E-mail: Phone: Contractor: 4e_)M0jr� Mpa,rc. Gr'1 Gomxle�`7�-- Contractors City License #: 10(2 2_A I Phone: 3 0 -� 4 Contractor E-mail Address: )e- / Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL R RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed. deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) ;9 rK► d (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) /� o -,4, �v l it I J-- Iva/6 01� Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 0OQ CWa OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) �CONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE DATEX, ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLE OCCUPANT LOAD: Building Division Valuation: $ VENT I:u�irouniental C�.un�ultin.> September 30, 2016 Leland Moore Your Generals 98 Wadsworth Blvd Unit 127160 Lakewood, CO 80226 leland@yourgenerals.com 303.424.2244 Dear Leland Moore, The successful completion of your project is important to us! Equally important is the health and safety of you, your team, building occupants and any other party affected. As such, we bring both experience and diligent adherence to federal and state regulations in order to provide your organization with complete and accurate asbestos surveys for all your project needs. We strive to provide you and your clients with a pleasant, yet professional, experience all the way through your project duration. That means you can count on us for timely response and arrival for the initial asbestos inspection, adaptive turn -around times for delivery of your results and reports, and continuous consulting support that's only a phone call away. From start to finish, you can count on us to bring you excellent service. This comprehensive report has been prepared for you with your goals in mind. Our aim is to encompass the thoroughness of our inspection in a concise, easy to read report that delivers inclusive results so your project can move forward with informed and accurate decisions. Please let us know how we can further assist the success of your goals. Thank you for choosing Advent Environmental Consulting! Sincerely, Drue Beasley, President Advent Environmental Consulting CDPHE Registration #: ACF - 22068 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 myteam@advent-enviro.com 720.675.7175 VENT Environmental Consulting �N 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 myteam@advent-enviro.com 720.675.7175 CDPHE Registration #: ACF - 22068 LIMITED ASBESTOS INSPECTION REPORT 4435 Carr Street Wheat Ridge, CO Report Date: September 30, 2016 Job ID: 280916-2 Prepared for: Leland Moore Your Generals 98 Wadsworth Blvd Unit 127160 Lakewood, CO 80226 leland@yourgenerals.com 303.424.2244 ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 www.advent-enviro.com TABLE OF CONTENTS Section 1 - Project Snapshot 1.1 Project Site Summary 1.2 Sampled Materials Summary 1.2.a Asbestos Hazard & Damage/Potential Damage Indicator Section 2 - Inspection Photos & Sample Locations Section 3 - Asbestos Content Summary & Recommendations 3.1 Regulatory Overview 3.2 Project Results & Recommendations Section 4 - Purpose Section 5 - Comments & Limitations Glossary Appendix A - Laboratory Report LIST OF ACRONYMS Material Result ACM Asbestos Containing Materials Material Condition G Good D Damaged SD Significantly Damaged Material Type North F -SM Friable -Surfacing Material F -TSI Friable -Thermal System Insulation F-MISC Friable -Miscellaneous NF -TSI Non -Friable Thermal System Insulation NF-MISC Non -Friable Miscellaneous NFI Non -Friable Category I Sample Locations N North S South E East W West Other Acronvms LAI Limited Asbestos Inspection PPE Personal Protective Equipment SFR Single -Family Residential TAT Turnaround Time VENT ... NT `. . Material Codes CMS CMU Sealant CT Ceiling Tile DT Duct Tape/Wrap DW Drywall ESD Exterior Siding FTM Floor Tile Mastic JC Joint Compound MA Miscellaneous Adhesive MS Miscellaneous Sealant OT Other Material PI Pipe Insulation PL Plaster RSG Roof Shingle RSH Roof Sheeting RSL Roofing Sealant SVF Sheet Vinyl Flooring SM Surfacing Material WG Window Glazing BBA Baseboard Adhesive CA Carpet Adhesive CB Cove Base z_ w= O 00 N L C? (n O O 0 a CA O J Q) a Z CV m Cn c O Cn 0 WC 'C CV Q O a) � . C _O O a) -i E a) C u•) r 2 J W' W r M W 3# O C Q T O y N O F- U N d U W a) C a Q O .O O O (O � V C U)U m U CD N rn co L1F O O L) ,CO a) Z v Q C C H E cm O cD m C C Cn (n N N N N m m Z .3 0 +- Y O (n co O o j 7o F- F - Z C c0 W> O Q O Z m U O 0) o >m 3 Z W Q Y H w N J o0 Q r` C) _ O N a) U 06 ai N Ci (� cm O O L "OO L f`0 r Z> E _0 2. Q. 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N cn E Q) 4.1= C m CD C: CO OL > m C C �N+ @ cn & n c U N ^Q 'O o— c c O Q L �_ C aL E L Co E m .° m — .0 m E LB C 0 'O m C) -o m c m U �- Co O 0U 0 (LO CA -0 O -0-0 0 Q c c ca N = mm L (EO OU j O> > 4] to E � `h co E j _O ` N M c a m a) 0 w Co - CD '0 (VC•m 2 °�rn,Uooa) N in > E c' n c T m O .x m m rn (n E c U) L� E N C— U) C 'C' O �o � C: 't- 3 m N�� @� U > Q L m F-- N cu Y n C) cn EOL m o m iv O a)ZF-L 3 U CVO > ND cu m U) 0 >Q)mEa T N m L .5 � .O a) m C a) m "V (0 a) Y Z F- m E a m 2 7C) -0 -0 -0 -0% \ 5 = _ _ = 2 Q; a)\ \ \ / / x 0 0 0 0 ; z z z z z \ ( / $ [ k / / E ^ — — % 0 / /° ( 2 / / / / 4 gi3 « { 6 2/ 2 2 / 3 2 /� @ ` CL ¢ \ o o n \ j » o z \ % c ? \ 5� a CN Cl) � \ \ § \6 * a $ 4 am / t / / 7 \ / \ \ \ ± § \ \ / /o \ C @ \ E z j / g 0 o 0 2 $ \{\ / )\ § § 2 O / - }\ 7- / //\ e= z= R .. o z o Qj ` \ { \ G = 0. > ®9 > ± = > — ® g 70 = > c 2 = = Q § (\ k 2± E 9 E z/\ J » < o z $ / o\ §2\ 0--= j m!S S \2® -a) 2 j\} ƒ f �( -0 z£� \ �ƒ 0 mM2 _Qj Lu _ \ \ \ 0 / \ ƒ R � \ / ~ r a) rm/ R f 5 c a? & \ \ \ � ( ] ® \ } / �_ ( @ £ $ a)Q f § \ / @ cu \ E \ $ O \ / CO \ \ \ \ \ C \ /\ 2 t � f�77ƒ )Qj \ / )cm \x/77 k§ e E.- _ / « \ / f \ q 7 \ J k ƒ @ § \ $ ± J a) \ / \ p = = 5 > = o / m 0 ) .y ; e Qj / D / \ / j m _m ® \ § x \ 2 \ ! \ / ƒ Q = 2 ® { 3 L) =® 14 / 2 @ j y® - O $ m co / $ / \ c \o/ � (n6 _ E) U)f ©� E cc / / / / § ( /\ CO R / / . . / \ ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 www.advent-enviro.com Section 2 - Inspection Photos & Sample Locations / .NT The overall asbestos content, for a material with multiple samples, is the highest result in the set. Class: F -SM Condition: SD Hazard: Low Class: F -SM Condition: SD Hazard: Low Class: F-MISC Condition: G Hazard: Low Mated, Des L SM1-1 SM1-2 SM1-3 Materi) Des L SM2-1 SM2-2 SM2-3 Materi Des L FTM 1-1 MASTIC iI Code: SM1 .;re a s:ie,1 cription: White Rough Texture ocation: Main Level Debris on Floor Individual Sample Result Debris on floor hallway main level None -Detected Debris on Floor Southeast room main level None -Detected Debris on floor living room main level None -Detected Under floor tile in kitchen None -Detected Cause of Damage: Partial Removal tl Code: SM2 None -Detected cription: White Trowel Texture/ Plaster ocation: Main Level Debris on Floor Individual Sample Result Debris on foor in Northwest bedroom main level None -Detected Debris on floor in Southwest bedroom main level None -Detected Debris on floor in Southwest bedroom main level None -Detected Under floor tile in kitchen None -Detected Cause of Damage: Partial Removal il Code: FTM 1 None -Detected -ription: White Fibrous Mastic Dcation: Kitchen/ Hallway Entry Individual Sample Result Under floor tile in kitchen None -Detected Under floor tile in kitchen None -Detected ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 (Ak—) `%I ;NT www.advent-enviro.com Section 2 - Inspection Photos & Sample Locations (Continued) The overall asbestos content, for a material with multiple samples, is the highest result in the set. No Picture Provided Materil Des L SVF1-1 ADHESIVE Class: NF-MISC Condition: G Hazard: Low No Picture Provided Class: NF-MISC Condition: G Hazard: Low Class: F -SM Condition: G Hazard: Low it Code: SVF1 None -Detected -ription: White Sheet Vinyl Flooring ocation: Kitchen/Bathroom Main Lvl Individual Sample Result From sheet vinyl alon South wall in kitchen None -Detected West wall Between window & light switch None -Detected SW bsmnt room, NE corner by bathroom None -Detected From sheet vinyl alon South wall in kitchen None -Detected Material Code: OT1 None -Detected Description: White Painted Brick Grout Location: Mail Level Fireplace OT1-1 From top of fireplace on main level Mated, Des L SM3-1 SM3-2 SM3-3 Individual Sample Result None -Detected it Code: SM3 :ription: Orange Painted Textured Walls ocation: Bmnt NW / SW Rooms / Stairs Individual Sample Result North wall, Stairwell Landing None-Detected— West wall Between window & light switch None -Detected SW bsmnt room, NE corner by bathroom None -Detected ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 ��%F" NT www.advent-enviro.com Section 2 - Inspection Photos & Sample Locations (Continued) The overall asbestos content, for a material with multiple samples, is the highest result in the set. Materis Des L SM4-1 SM4-2 SM4-3 II Code: SM4 �ription: Light Blue Smooth Textured Walls Dcation: Basement NE Room Individual Sample Result North wall under window None -Detected West wall debris on floor None -Detected East wall debris on floor None -Detected Floor 2' West of shelves on East wall 10% Chrysotile Class: F -SM Condition: SD Hazard: Low Cause of Damage: Partial Removal Class: F -SM Condition: G Hazard: Low Materi; Des L SM5-1 SM5-2 SM5-3 Materi; Des L FTM2-1 MASTIC Class: NF-MISC Condition: G Hazard: Low it Code: SM5 ACM �ription: Blue Rough Textured Walls Dcation: Basement Sink Room Individual Sample Result West wall 2' from ceiling N of light switch 3% Chrysotile North wall, bottom right corner None -Detected East wall 5" South 6' up None -Detected Floor 2' West of shelves on East wall 10% Chrysotile II Code: FTM2 ACM -ription: 9x9 Floor Tile & Mastic ocation: Bsmnt SE Storage/ NW Rm Individual Sample Result Floor 2' West of shelves on East wall 10% Chrysotile Floor 2' West of shelves on East wall 10% Chrysotile ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 VI , N r www.advent-enviro.com 1 ' `� Section 2 - Inspection Photos & Sample Locations (Continued) The overall asbestos content, for a material with multiple samples, is the highest result in the set. Class: NF-MISC Condition: G Hazard: Low Class: F -SM Condition: G Hazard: Low Class: F -SM Condition: G Hazard: Low Mated Des L FTM3-1 MASTIC Mated Des L SM6-1 SM6-'e SM6-3 Mated Des L SM7-1 SM7-2 SM7-3 iI Code: FTM3 ACM cription: Tan 9x9 Floor Tile & Mastic ocation: Under Stairs / SW Room Individual Sample Result Floor center of doorway 10% Chrysotile South wall by faucets None -Detected North wall East corner by hanging shevling None -Detected Floor center of doorway 5% Chrysotile tl Code: SM6 None -Detected cription: Orange Textured Walls & Ceiling ocation: Basement SE Storage Rm Individual Sample Result East wall center None -Detected South wall by faucets None -Detected North wall East corner by hanging shevling None -Detected tl Code: SM7 ,..... , ,, , -., ,' cription: Textured Walls & Ceiling ocation: Basement Bathroom Individual Sample Result West wall 5' high 6" North of doorway None -Detected Southwall by shower door None -Detected C eiling Southwest corner None -Detected ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 VENT www.advent-enviro.com 1 J Section 2 - Inspection Photos & Sample Locations (Continued) The overall asbestos content, for a material with multiple samples, is the highest result in the set. Class: NF-MISC Condition: G Hazard: Low Class: F -SM Condition: G Hazard: Low Material Code: WP1 None -Detected Individual Description: Brown/Gray Wallpaper Sample Result Location: South Wall, SW Rm, Bsmt WP1 -11 Southeast corner of Southwest room above radiator None -Detected Materia Des L SM8-1 SM8-2 SM8-3 it Code: SM8 N',me cription: White Textured Ceiling ocation: Basement SW, NW Rooms Individual Sample Result Ceiling Norhteast corner of Northwest room None -Detected Ceiling Southwest corner of Southeast room None -Detected Ceiling West wall above doorway None -Detected Material Code: RSG1 None -Detected Description: Black Tar Roofing Material Location: Roof RSG1-1 r On roof in debris Class: NFI Condition: D Hazard: Low Cause of Damage: Fire Damage Individual Sample Result None -Detected ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 VENT T, T� T T www.advent-enviro.com V 1 � L �1 1. Section 3 - Summary & Recommendations 3.1 Regulatory Overview Any material with an asbestos content greater than 1 %, that is friable or will become friable during work, is considered a regulated asbestos containing material (RACM) by both the Environmental Protection Agency (EPA) and the Colorado Department of Public Health and Environment (CDPHE). These materials must be removed by a certified asbestos abatement contractor prior to beginning work. Initial results are generated from a visual estimate by the laboratory analyst and could differ with a more accurate analysis known as point counting. Any friable material sample identified as having a trace (equal to or less than 1 %) amount of asbestos, must be considered a RACM unless verified by point - counting to be equal to or less than 1 % and, in fact, a trace material. For materials with a set of multiple samples (i.e. SM with 3, 5, or 7 samples) the asbestos content is whatever the highest result is out of the set; therefore, if one result of a material with multiple samples is trace, but another result of the same material is 3%, then the overall asbestos content for the material is 3% and the trace results within the set become irrelevant. 3.2 Project Results & Recommendations Asbestos -Containing Material Materials with an asbestos content greater than 1 %, that have not been damaged, have been identified. Please do not disturb asbestos -containing materials in any manner that would damage, break, crack or otherwise risk the possibility of asbestos fibers releasing from the material, contaminating the air, and creating hazardous exposure to asbestos fibers . Asbestos -containing materials in non -school buildings do not need to be removed or managed in a way that would prevent disturbance; however, if a friable asbestos -containing material must be disturbed, or a non -friable asbestos -containing material must be disturbed in a manner that will render it friable, it must be managed by a certified asbestos abatement contractor. None -Detected Materials with a result of None -Detected have been verified by the laboratory to be absent of asbestos. Please work safely and if new materials are discovered, which are not covered in this report, contact Advent to have them sampled for asbestos. Although diligence was used to inspect and sample all materials within the work scope, there may be additional materials discovered during removal which may need to be sampled. If additional, suspect materials are discovered which are not covered in this report, please contact Advent Environmental Consulting prior to disturbing them. Any material not sampled should be assumed to contain asbestos until proven otherwise. Final Air Clearance (FAC) Advisory Asbestos fibers released from damaged building materials present a hazard to the respiratory system. Therefore, abated ACMs will be fully contained to prevent airborne dust, generated by the abatement work, from escaping the work area and creating a health hazard. Upon completion of abatement, microscopic asbestos fibers, may still be present within the work area. These microscopic fibers can only be detected under a microscope to determine if the air quality is at a safe level. Advent Environmental Consulting provides post -abatement, final air clearances, using AHERA state -certified Air Monitor Specialists, that will verify that all ACMs have been successfully removed and, using EPA and CDPHE approved air sampling techniques, that the air quality is at a safe level to reoccupy without personal protective equipment. 720.675.7175 myteam@advent-enviro.com www.advent-enviro.com Limitation ADVENT ENVIRONMENTAL CONSULTING 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 Although diligence was used to inspect and sample all materials within the work area, there may be additional materials, that were hidden and/or inaccessible during the initial inspection, discovered during removal which may need to be sampled. If ANY additional building material is discovered, which is not covered in this report, that will be damaged by work activities, or, additional building materials are added to the scope of renovation or demolition activities, please contact Advent Environmental Consulting prior to disturbing them. In accordance with CDPHE Regulation No.8 for asbestos - ANY MATERIAL NOT SAMPLED SHOULD BE CONSIDERED AN ASBESTOS -CONTAINING MATERIAL UNTIL PROVEN OTHERWISE. Advent Environmental Consulting is not liable for disturbance or damage to materials which are not covered in this report. ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 www.advent-enviro.comIfAkk)VENT Section 4 - Purpose The purpose of the inspection was to verify the absence or presence of asbestos in the building materials, included in the project scope of work, which may be disturbed during work activities, to determine if asbestos abatement is needed prior to beginning work. As required by the Environmental Protection Agency (EPA) National Emission Standard of Hazardous Air Pollutants (NESHAP) and the Colorado Air Quality Control Commission Regulation No. 8—Asbestos (Reg. 8), those materials were inspected and sampled. Samples were submitted to a laboratory accredited under the National Voluntary Laboratory Accreditation Program (NVLAP) to be analyzed for the presence of asbestos. The federal NESHAP standard for asbestos states that the owner or operator of a demolition or renovation activity involving asbestos in a commercial building must remove all such material from a facility being demolished or renovated before any activity begins that would break up, dislodge, or similarly disturb the material, or, preclude access to the material for subsequent removal. Reg. 8 extends this protection to residential dwellings. Advent Environmental Consulting, L.L.C. (AEC) was contracted to perform a limited asbestos inspection. The inspection was performed in accordance with the federal—Environmental Protection Agency (EPA), Occupational Safety & Health Administration (OSHA)—and state—Colorado Department of Public Health and Environment (CDPHE) regulations which govern asbestos management, by a CDPHE certified asbestos building inspector, trained by an EPA accredited training organization. Section 5 - Comments & Limitations The inspection of the site address listed at the beginning of this report was limited to only specific materials of the project scope of work as directed by the client. The limitation of the inspection also includes only portions of a material sampled as identified in the location and quantity sections of this report and any material beyond the specified quantity should not be considered adequately sampled to represent the entirety of the material. Additional samples may be needed to represent materials outside of the work scope even if they are included in this report. Quantities listed in this report (Section 1 - Project Snapshot) are approximate quantities of the amount of material that will be included within the scope of work based on information gathered from the client. This approximate quantity is used by the inspector to determine the amount of samples to collect respective to the regulatory requirements outlined in the Identifying Homogenous Areas & Sampling section of the Glossary. Contractors using this report should gather more accurate measurements before drawing conclusions of subsequent work activities. In order to collect samples, various marks, cuts, breaks or other slight damage to materials may be required. In order to prevent damage extending outside of the work scope, samples were collected in client designated areas of remodel/renovation which the client will remove during work activities. This is done so that damage created by the inspection will be removed with the bulk removal in the work scope. Alternatively, samples were collected in inconspicuous, hidden places to avoid unsightly damage. The best possible measures were taken to collect the minimal amount of materials necessary, to get accurate results, in the most inconspicuous places possible; however, no guarantee is made that the conditions exist to prevent visible damage. ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 www.advent-enviro.com lH�T AEC and its consultants, partners, agents and employees shall not be liable to the client for any materials damaged, during the rendering of services by the AEC. Additionally, AEC shall not be liable to the client for any materials damaged, during work activities subsequent to the services rendered by AEC, which were not properly inspected by AEC. Finally, AEC shall not be liable to the client for any special or consequential damages, including but not limited to, lost profits, loss of use, or any other cause whatsoever. Any compensation to the client for damages shall not exceed the total compensation received by AEC from the client. Although diligence was used to inspect and sample all materials within the work scope, there may be additional, hidden materials not covered in this report, discovered during gross removal which may need to be sampled. If additional, suspect materials are discovered which are not covered in this report, please contact AEC prior to disturbing them to have them properly sampled. Any material not proven to be free of asbestos, should be assumed to contain asbestos until proven otherwise. This report, including any other documents attached hereto or referred to herein, which form a part hereof, embodies the entire agreement and understanding of the parties hereof including, but not limited to, any verbal or written agreement(s) made prior or subsequently to the preparation of this report. This report may not be amended except in writing signed by a duly authorized representative of the respective parties. The receiving party shall not alter, modify, decompile, disassemble, reverse engineer, translate or create derivative works from this report. The receiving party shall use this report only for the limited purpose described above and not for any other purpose. The asbestos inspection was conducted in a manner consistent with the degree of care and skill ordinarily exercised by and consistent with the standards of competent consultants of the asbestos inspection profession. The results, findings, conclusions and recommendations expressed in this report are based on conditions of the specific areas, defined by the client, observed during the time of the limited inspection. The information contained in this report is relevant to the date on which this survey was performed, and should not be relied upon to represent conditions at a later date. This report has been prepared on behalf of and exclusively for use by the client for specific application to the project as discussed. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. Advent Environmental Consulting 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. Respectfully Submitted, Drue Beasley, Certified Building Inspector #18325 Advent Environmental Consulting CDPHE Business Registration #: ACF - 22068 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 drue@advent-enviro.com 720.675.7175 ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 7T , 1� T T www.advent-enviro.com V 1 I �I 1 Glossary Material Friability These categories were used to determine methods for assessing suspect materials based on their friability and ability to release harmful asbestos fibers— i.e. friable materials are more likely to release asbestos fibers. 1. Friable (F) - materials that can be crumbled or reduced to powder by hand pressure. 2. Category I Non -Friable (NFI) - materials that cannot be crumbled or reduced to powder by hand pressure including resilient floor coverings, gaskets, packing materials and asphalt impregnated roofing materials. 3. Category II Non -Friable (NF) - All other materials that cannot be crumbled or reduced to powder by hand pressure that do not include category I non -friable materials. Material Type AHERA and Reg 8 require building inspectors to categorize the type of suspect building materials into one of three categories: 1. Surfacing Material (SM ) - a material that is sprayed on, troweled on, or otherwise applied to surfaces, such as acoustical plaster in ceilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 2. Thermal System Insulation (TSI) - a material applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss or gain, or water condensation, or for other purposes. 3. Miscellaneous (MISC) - an interior building material on structural components, structural members or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. Friability and material type categories for each material inspected are reported with their respective friability and type codes (e.g. F -SM, F -TSI, NFI, etc.). Non -friable category II materials are identified with non -friable code (NF) and the type code for the material (e.g. NF -SM, NF -TSI, NF-MISC). Identifying Homogenous Areas & Sampling Homogenous areas of each material are identified within the work area. Homogenous materials are grouped based on color, texture, and date of application. These materials are then given an approximate quantification of removal or disturbance during work activities to determine the amount of samples to take for each material as defined by AHERA and Reg. 8: Surfacing materials ■ Minimum of 3 random samples for quantities under 1,000 ft2 ■ Minimum of 5 random samples for quantities >1,000 ft2 & <5,000 ft2 ■ Minimum of 7 random samples for quantities >5,000 ft2 Thermal system insulation ■ Minimum of 3 random samples for all TSI *except patches <6 linear ft. or 6 ft2 3. Miscellaneous materials ■ Minimum of 1 sample ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 www.advent-enviro.com APPENDIX A - Laboratory Report EMSL Analytical, Inc. 1010 Yuma Street Denver, CO 80204 Tel/Fax. (303) 740-5700 / (303) 741-1400 hitp //www EMSL com i denverlabCdemsl com Attention: Drue Beasley Advent Environmental Consulting 7830 W. Alameda Ave Unit 103-216 Lakewood, CO 80226 Project: 4435 Carr St. Wheat Ridge, CO EMSL Order: 221606997 Customer ID: AVTE25 Customer P0: 280916-2 Project ID: Phone: (720) 675-7175 Fax: Received Date: 09/28/2016 4:45 PM Analysis Date: 09/28/2016 - 09/29/2016 Collected Date: 09/28/2016 Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-93/116 Method using Polarized Light Microscopy SM1-3 White 100% Non-fibrous (Other) None Detected Non -Fibrous 221606997-0003 Homogeneous Inseparable paint / coating layer included in analysis SM2-1 White 5% Ca Carbonate None Detected Non -Fibrous 95°% Non-fibrous (Other) 221606997-0004 Homogeneous Inseparable paint /coating layer included in analysis SM2-2 White Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type SMI -1 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) Inseparable paint / coating layer included in analysis 221606997 0007 Homogeneous Inseparable paint/ coating layer included in analysis White 100°% Non-fibrous (Other) SMI -2 White 5% Ca Carbonate None Detected Non -Fibrous 95% Non-fibrous (Other) Homogeneous 22 1606 99 7-0002 Homogeneous Inseparable paint / coating layer included in analysis Inseparable paint / coating layer included in analysis SM1-3 White 100% Non-fibrous (Other) None Detected Non -Fibrous 221606997-0003 Homogeneous Inseparable paint / coating layer included in analysis SM2-1 White 5% Ca Carbonate None Detected Non -Fibrous 95°% Non-fibrous (Other) 221606997-0004 Homogeneous Inseparable paint /coating layer included in analysis SM2-2 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221606997-0005 Homogeneous Inseparable paint / coating layer included in analysis SM2-3-Skim Coat White 100°% Non-fibrous (Other) None Detected Non -Fibrous 221606997-0006 Homogeneous Inseparable paint / coating layer included in analysis SM2-3-Base Coat Gray 15% Quartz None Detected Non -Fibrous 85% Non-fibrous (Other) 221606997-0006A Homogeneous FTM1-1 Tan 10% Synthetic 50% Quartz None Detected Fibrous 2% Glass 10°% Ca Carbonate 22t60699!-0007 Homogeneous 28% Non-fibrous (Other) SVF1 1 BrownlTan 10% Cellulose 80% Non-fibrous (Other) None Detected Fibrous 5% Synthetic 22"606997-008 Homogeneous 5% Glass OT1-1 Gray 50% Quartz None Detected Non -Fibrous 20°% Ca Carbonate 221606997-0009 Homogeneous 30% Non-fibrous (Other) SM3-1 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 22 160699 7-00 10 Homogeneous Inseparable paint/coating layer included in analysis SM3-2 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221606997-0011 Homogeneous Inseparable paint / coating layer included in analysis SM3-3 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221606997-0612 Homogeneous Inseparable paint / coating layer included in analysis Initial report from 09/29/2016 0856 21 Printed: 9/30/2016 2:17 PM Page 1 of 3 EMSL Analytical, Inc. EMSL Order: 221606997 Customer ID: AVTE25 1010 Yuma Street Denver, CO 80204 Customer PO: 280916-2 Tel/Fax: (303) 740-5700 / (303) 741-1400 http //www EMSL com I denverlab@emsl com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy SM5-3 White Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type SM4-1 White 100% Non-borous (Other) None Detected 'Texture located behind dark beige paint' Non Fibrous 22 7606997-uc 73 Homogeneous Inseparable paint / coating layer included in analysis White 20% Ca Carbonate None Detected SM4-2 White 100% Non-fibrous (Other) None Detected 221W6997-0019 Non -Fibrous 75% Non-fibrous (Other) 227606997-0074 Homogeneous Inseparable paint / coating layer included in analysis White 20% Ca Carbonate None Detected SM4-3 White 100% Non-fibrous (Other) None Detected 227606997-0020 Non -Fibrous 75% Non-fibrous (Other) M606997-0015 s Homogeneous Inseparable paint! coating layer included in analysis White 20% Ca Carbonate None Detected SM5-1 White 97% Non-fibrous (Other) 3% Chrysotile 221W6997 -X21 Non -Fibrous 1216069,97 -0016 Homogeneous 'Sample contained blue paint and while paint. No texture observed behind blue paint. Texture containing chrysotile observed behind small flecks of white paint.' Tan SM5-2 Gray/White 100% Non-fibrous (Other) None Detected Non -Fibrous 221606997 0022 Homogeneous 221606997-0017 Homogeneous FTM2-1-Mastic Black 'No texture observed' 10% Chrysotile Non -Fibrous SM5-3 White 100% Non-fibrous (Other) None Detected Non -Fibrous 227606997-0018 Homogeneous 'Texture located behind dark beige paint' Inseparable pain! / coating layer included in wialys,s SM6-1 White 20% Ca Carbonate None Detected Non -Fibrous 5% Mica 221W6997-0019 Homogeneous 75% Non-fibrous (Other) Inseparable paint / mating layer included in analysis SM6-2 White 20% Ca Carbonate None Detected Non -Fibrous 5% Mica 227606997-0020 Homogeneous 75% Non-fibrous (Other) Inseparable paint., coating layer included in analysis SM6-3 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221W6997 -X21 Homogeneous Inseparable paint / coating layer included in analysis FTM2-1-Floor Tile Tan 90% Non-fibrous (Other) 10% Chrysotile Non -Fibrous 221606997 0022 Homogeneous FTM2-1-Mastic Black 90% Non-fibrous (Other) 10% Chrysotile Non -Fibrous 221606997-0022A Homogeneous FTM3-1-Floor Tile Brown 90% Non-fibrous (Other) 10% Chrysotile Non -Fibrous 22760699i-0023 Homogeneous F TM3-1-Mastic Black 95% Non-fibrous (Other) 5% Chrysotile Non -Fibrous 22 7 60699 7-0023A Homogeneous SM7-1 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 22f606997-06,24 Homogeneous inseparable paint / mating layer included in analysis SM7-2 White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221606997-0025 Homogeneous Inseparable paint / coaling !ayer7ncluded in analysis Initial report from. 09/29/2016 10:56:11 Printed: 9/29/2016 8:56 AM Page 2 of 3 EMSL Analytical, Inc. EMSL Order: 221606997 Customer ID: AVTE25 1010 Yuma Street Denver, CO 80204 Customer P0: 280916-2 Tel/Fax: (303) 740-5700 / (303) 741-1400 htip:bwww EMSL com ; denverlab@emsl com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Analyst(s) Abigail Crock (9) Stuart Printz (26) Brendon Rawlings, Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced. except in full, without written approval by EIv1SL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client This report must not be used by the diem to claim product certification. approval. or endorsement by NVLAP. NIST or any agency of the federal government. Nonfriableorganically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy. precision and uncertainty data available upon request Unless requested by the client. budding materials manufactured with multiple layers (i.e. linoleum. wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical. Inc. Denver. CO NVLAP Lab Code 200828-0 Initial report from 09/2912016 10 56.11 Printed: 9129!2016 8:56 AM Page 3 of 3 Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type SM7-3 White 20% Ca Carbonate None Detected Non Fibrous 80% Non fibrous (Other) 221606997-0026 Homogeneous Inseparable paint.' coating layer rnctuded in analysis WP1-1-Wallpaper White 85% Cellulose 15% Non-fibrous (Other) None Detected Fibrous 221606997-0027 Homogeneous WP11-1-Texture White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221606997-0027A Homogeneous SM8-1 White 10% Ca Carbonate None Detected Non -Fibrous 90% Non-fibrous (Other) ."7!606997-0026 Homogeneous Inseparable paint /coating layer included in analysis SM8-2 White 10% Ca Carbonate None Detected Non -Fibrous 90% Non-fibrous (Other) 221606997-0029 1-fomogeneous Inseparable paint / coaling layer included in analysis SM8-3 White 10% Ca Carbonate None Detected Non -Fibrous 90% Non-fibrous (Other) 22'606997-0030 Homogeneous Inseparable paint/ coating layer included in analysis RSG1-1 Brown/Black 20% Glass 60% Quartz None Detected Fibrous 20% Non-fibrous (Other) 221606997-0037 Hmmnnwnani is Analyst(s) Abigail Crock (9) Stuart Printz (26) Brendon Rawlings, Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced. except in full, without written approval by EIv1SL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client This report must not be used by the diem to claim product certification. approval. or endorsement by NVLAP. NIST or any agency of the federal government. Nonfriableorganically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy. precision and uncertainty data available upon request Unless requested by the client. budding materials manufactured with multiple layers (i.e. linoleum. wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical. Inc. Denver. CO NVLAP Lab Code 200828-0 Initial report from 09/2912016 10 56.11 Printed: 9129!2016 8:56 AM Page 3 of 3 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: Job Address: C-6 r Permit Number: ❑ No one available for inspection: Time CAwpm Re -Inspection required: Yes No *When corrections have been made,cA(ffor re -inspection at 303-234-5933 Date: Inspector. \ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 16021 BUILDING INSPECTION LINE - (303-234-5933) Date: 8/8/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: JOYCE JAY Property Address: 4435 CARR ST Contractor license No. : 18582 Company: Caleb's Management Enterprises Inc. Phone: 420-8533 Phone: 971 0256 OlNNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: $4,658.00 $144.70 $0.00 $55.90 $200.60 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 1 have read and a to abide by all conditions printed on this application, and that] assume full respon iI" y for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable e eo I anees, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATob ,'5- "!J !; '3 " Use: Construction Value: Permit Fee: Plan Review Fee: Use Tax: Description: INSTAll CERTAINTEED ROOF SYSTEM TAR AND GRAVEL BUilDING DEPARTMENT USE ONLY Z(miO~;Comments: Approval: Zoning: "'uUding commilll~ti Approval: DM gB!ic Works Comments: Approval: Occupancy: Walls: SIC: Sq. Ft.: TO BE INSTALLED PER MANF INSTAllATION INSTRUCTIONS AND 1997 UBe 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: (4) (5) (6) This permit was issued in accordance with the provisions set forth in YOPUf application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue dale or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with suc ssive phases of the job. The issuanc er ~.t or the ap: oval of drawings and specifications shall n. ot be construed to be a permit for, nor an approval of, any violation of the provisions of t uil n r ny other ordinance, law, rule or regulation ~ ~- Chief Building Inspect&( Please sign Terms and Conditions on reverse side of page, (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~\ON ,)011::... e..- J.~Y J-fl-(')- Cor /' 'JI.-, 1'('5'82- Company: C<c..-L~ 5 #/<}I"'j, i=~.j,/J:;" c.. Building Permit Number: Date: /&;a ZI - ~ 1(0 J Property Owner: Property Address: Contractor License No. : Phone '30] /f;l.O -J")'?J OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 30.\ 'l'J 1-0;1. ~ "-6 Construction Value: '-1(9 <, ~ cr - 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED ~I/!~ DATE oS-)or/OJ . , . Description: ~/Jto u Q.. e.'f.; ~f-//} 5;1v 'j 1'\ s f-.",{( eel"- I,,-)~ 1""e~ iJ U/2 ) ;t;!-.:tI=. G--tf, B 1- ,( ;3",<,e /'ICJ,X..?,A/ /'IIo( ~ 1/...7 11..../ If. f tl.5/J,..:Lf<j/Y;/A-L-..eL /'"",-'-1, BUILDING DEPARTMENT USE ONLY Permit Fee: Use Tax: Total: Use: ~mg;\,jommenJ$] Approval: Zoning: !:liill!!If!~_l!.m!:l1en~ Approval: E.!!~1~orl5~...".R!!1..!!!!!fll!;j Approval: Occupancy: Walls: SIC: Sq. Ft.: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License N9 : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (21 (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of ttle State of Colorado and to the Zoning Regulations and BUiJdi"9. Code of VVheat Rjd~e. Colorado or any other applicable ordinances of the City. . This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned fo~ a period of 120 days. If this permit expires, a new permit may be acquired for a fee at one-half the amount normally required, provided no Changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspenSion or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a pennit or the approval of drawings and specifications shall nol be construed 10 be a pennit for. nor an approval 0(, any violation of the provisions Of the buildjng codes or any other ordinance, law, rule or regulation. (4) (5) (6) Chief Building Inspector CALEBS MANAGEMENT ENTERPRISES "The Flat Roof Roofing Company" 2555 S. Santa Fe Drive' Denver, CO 80223 Phone: (303) 971-0256 FAX: (303) 871.8525 -. ~ Date: July 26,2003 To: Joyce Jay 4435 Carr St. Wheatridge, CO 80033 Proposal We hereby submit specifications and estimates for: RemDve and replace roof with CertainTeed GNB4 BUR membrane (gravel surfaced base & 3 ply). t. Remu','c :h..:: c_:...ist;~g re,j) :l~d ,:;?':r.1 d~:k thi):-:Ju~j!ly. ;,o....epJ.!!" (leck;.1g (is ge("...';;:~a;y :.g S!.SC' pt,'~ sq. ft. above the price listed below. 2. Install 3" cant strip to chimney & ducts. 3. Mechanically fasten one layer of fiberglass base sheet with simplex roofing nails. 4. Over the base sheet install three plies of fiberglass plysheet fully adhered with hot asphalt. 5. Base flash chimney & ducts with a reinforced flashing material. 6. Embed all new vent & pipe roof jacks and perimeter edge metal in roofing cement and finish flanges with 2 plies felt & hot asphalt. 7. Finish the roof with a unifonn flood coat of hot asphalt and embed with standard roofing gravel. 8. Clean up and haul "Way all debris. ~. ,All fees, pennit, license and insurance furnished by Calebs. 10. Materials carry the manufaciurer's 20 year limited warranty. II. Workmanship guaranteed for five years by Calebs. We propose hereby to furnish material and labor - complete in accDrdance with above specifications, for the sum of: Forty-six hundred & fifty-eight and no/1 00. ($4,658.00) Payment to be made as follows: 25% ($I,I64.5Q)do'WTI with balance ($3,493.50) upon completion. .- All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practice. Any alteration or deviation from the above specifications involving extra costs will be executed upon only written orders, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents or delays in work beyond our control. Owner is to carry fire, tomado and other necessary insurances. Our workers are fully covered by Worker's Compensation Insurance. All past due accounts will be charged 1.5 % per month interest, collections fees and court costs. Authorized signature: fJo-#~ The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the ,",ork as specified. Payment will be made as outlined above. ^'''p'm'' of pml",,1 ;- J) 7 D,,, M;;? '=-/ r; /-., d~ Uv- ~, Wt-L- fi^-7 ~ C& ~ ~ <?-z 2 Wa- ~ ~