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3350 Pierce Street
i 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 ❑ No one available for inspection: Time AM/PM NN Re -Inspection required: Yeso When corrections have been made, call for re -inspection at 303-234-5933 `, Date:' ' ` . Inspector: ►a DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201708018 PERMIT NO: 201708018 ISSUED: 10/06/2017 JOB ADDRESS: 3350 Pierce St EXPIRES: 10/09/2019 JOB DESCRIPTION: SWO Residential remodel including removing (2) load bearing walls, one on mid level and one on upper level for future new bathroom. Adding plumbing for future new bathroom to be on separate permit. Electrical, plumbing. **REVISION 1: Replacing old duct work, boots and registers.*** *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Permit fees doubled for Stop Work Order. **REVISION 2: Rough plumbing of a newly added master bathroom. Double vanity, shower, toilet and bathtub. Added valuation: $2000** *** CONTACTS *** OWNER (720)413-4090 LE BLANC, RYAN SUB (720)347-8174 Jason Aaron 180002 Advanced Mechanical LLC SUB (303)505-1180 ENRIQUE REYES 130191 STARZ PLUMBING & HEATING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,800.00 FEES Total Valuation 0.00 Plan Review Fee 204.91 Use Tax 499.80 Permit Fee 426.20 Extend Expired Permi 213.10 Investigative Fees 315.25 ** TOTAL ** 1,659.26 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Permit fees doubled for Stop Work Order. City of Wheat Ridge Residential Remodel PERMIT - 201708018 PERMIT NO: 201708018 ISSUED: 10/06/2017 JOB ADDRESS: 3350 Pierce St EXPIRES: 10/09/2019 JOB DESCRIPTION: SWO Residential remodel including removing (2) load bearing walls, one on mid level and one on upper level for future new bathroom. Adding plumbing for future new bathroom to be on separate permit. Electrical, plumbing. **REVISION 1: Replacing old duct work, boots and registers.*** **REVISION 2: Rough plumbing of a newly added master bathroom. Double vanity, shower, toilet and bathtub. Added valuation: $2000** I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all wor� -performed is disclosed in this document arKVor its' accompanying approved plans and specifications. Signature cif) 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 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 requi rements, 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, any violation of any provision of any applicable code or any ordinance gr -regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildingpfficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat ge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits ,ci.wheatrid ge.co.us or fax to 303-237-8929. Party requesting permit extension:61 tI_ L e I G Permit # 12 C 1 --) C� O) R Property Address: P, e y C S--(- Phone # ��r�i�—O email Address: Reason for extension request: (,/,jC r Number of days requested: Printed Name: O, i. e 0�v\.0 Signature: For office use only This request has been A Approved by: 'iSsuav-\ ce . 'P_ v, cot o-- lya,e 5 ark �i Date: ❑ Denied www.ci.wheatridge.co.us Extended until: ) 0! _! 11� Date: l "L l(� 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: �a U p: e r c L._ S" Permit Number: do l Ct 0 1� -.� C. r ❑ 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: Inspector: DO NOT REMOVE THIS NOTICE t City of Wheat Ridge E -Res Egress Window PERMIT - 201901247 PERMIT NO: 201901247 ISSUED: 06/18/2019 JOB ADDRESS: 3350 Pierce St EXPIRES: 06/17/2020 JOB DESCRIPTION: Install 1 egress in basement, vertical cuts only, u -value = .28 *** CONTACTS *** OWNER (337)288-8878 LEBLANC RYAN ANDREW GC (720)638-0678 Paul Kruse 160161 Great Escape Egress, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,500.00 FEES Total Valuation 0.00 Use Tax 52.50 Permit Fee 93.35 ** TOTAL ** 145.85 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be per ormed and that all work to be per ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The 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 r regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook ao Igo jaq From: no-reply@ci.wheatridge.co.us Sent: Monday, June 17, 2019 1:14 PM To: CommDev Permits Subject: Online Form Submittal: Residential Egress Window Permit Application Residential Egress Window Permit Application This application is exclusively for RESIDENTIAL EGRESS WINDOWS ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND ENGINEER LETTER STAMPED DETAIL SHOWING THE U -VALUE OF THE WINDOWCUT IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes existing EGRESS window(s) needing vertical cuts only? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address - Do not enter a contractor email address Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS 3350 Pierce St. Wheat Ridge, CO Ryan LeBlanc 337-288-8878 ra13151 @yahoo.com Scan 1020007.pdf CONTRACTOR INFORMATION Contractor Business Great Escape Egress Name 1 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Number of EGRESS windows being replaced Location of EGRESS window(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of the EGRESS window(s)? City of Wheat Ridge requires the a -value to be .32 or better on windows. 160161 720-638-0678 Michel le@GreatEscapeEgress.com Michelle@GreatEscapeEgress.com 1 in unfinished basement 28 Attach copy of Engineer 3350 Pierce St Engineering.pdf stamped letter showing vertical cuts detail and u - value Project Value (contract 2 .00 value or cost of ALL v v 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 q issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Paul Kruse Permit Email not displaying correctly? View it in your browser. a. ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Pro is are bikkd to Field Inspections I 0 • June 5, 2019 Great Escape Egress, Inc 5583 S Himalaya Way Aurora, Colorado 80015 ill'by Wcy6rtotP. Navauany oN: c.us, WrysrtM P. Nei VWV LLC; CN.KrdysZwf P. DAA. 01 0&.W.1 .06W 6 00:98:17.06'00' Subject: Single Egress Window Opening 3350 Pierce St. Wheat Ridge, Colorado 80033 Dear Mr. Kruse, 7077 S Patsburg Way Aurora, CO 80016 Tel: )-(720)-298-8446 kris@kpneng.com F :'Q! 30878 ANAL At your request, we visited the above -referenced site on June 3, 2019. The purpose of our visit was to evaluate the existing opening for possible enlargement to a 279'x47" casement egress window. At the time of observation, a visual inspection was performed of the existing window opening. It is our understanding that the existing window opening width will be enlarged to the 29" width of rough opening, and the height of the opening will be increased to the 49" height of rough opening. Based on our visual observation of the conditions surrounding the existing window opening, we can determine that the existing header above the window is adequate to carry the existing loads; there is no need to make any changes to the window header and the window header can be used as is. The City of Wheat Midge Building Department requires the foundation to be evaluated in accordance with the current adopted residential code 2015 IRC, and to be adequate to support site specific roof snow load of 30 psf minimum (equivalent ground snow load of 42.9 psf minimum), and design wind speed 115 mph ultimate with exposure B minimum. The recommendations in this report are based on obs*valUe conditioftyiWN Engin ring, LLC. does not accept any liability for unknown defects in the desigl�� ns�{i+}tit2%1t 6ture at this site. COMMUUNI IN D�I V 1( )11!'J r: l We trust that this letter provided you with the information you`r��uirt3d'W%'%eel free to call if you have any questions or need further information. Reviewad for Code Compliance Cordially, Krzysztof P. Nawalany, P.E, Managing Member Plan Examiner Date Vdid 1t of pennk: The ostuance of a permit a approval cf piens spe(i tcomm andaomputat+ons shall not be o PermIt(w, or on approval of, ony vtotoom to any of Me provisions of the building rode or of any City ordreoncet. PWm is prrltWWV to gtw oath" to violate or canal the provisions of tlta Mfft to" or aMK ordlnanm of the City sholl not be valid. June 6, 2019 BMs iv 'vqt Nil ftkv�� 3TI8 140 31 �2 00 AN Teum 3011 ON SIH13AOW3H ION 00 :aoloadsul a3 r c E :a}aa ££ S� le uol;aadsui-aa ao{ //eo `apeui uaaq aney suol;oaaaoo uegM„ ON saA :paainbaa uoiloadsul-aa Nd�Nj Q I - o/ auail :uoijoadsui aol apepene auo ON n "elp �"�.i u�,i �jnlo�y�S �9ba�l� v) I t-3 1--711 11-L-2 /�1 S I o a o Lt 0e� :aaquanN Iivaaad o-5F :ssa.ippd qof O e g :adr(1 uoiloodsul 33IlON N01133dSNI XeJ 6,768-218,7 (COE) • 90VO 5590-30,7 (sos) mqj uoijoadsul EE65-tTe (EOE) uoislnla uopodsul 6u!pl!n8 39a1a 1V3HM :10 A110 � y I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE InspectionType: Job Address: Permit Number: ❑ No one available for inspection: Time P.' AM/PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: c? ' 13 ' Ir Inspector: Jexl DO NOT REMOVE THIS NOTICE City of Wheat Ridge 4 r Residential Remodel PERMIT - 201708018 PERMIT NO: 201708018 ISSUED: 10/06/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 10/06/2018 JOB DESCRIPTION: Residential remodel including removing (2) load bearing walls, one on mid level and one on upper level for future new bathroom. Adding plumbing for future new bathroom to be on separate permit. Electrical, plumbing. **REVISION 1: Replacing old duct work, boots and registers.*** **REVISION 2: Rough plumbing of a newly added master b hro . Double vanity, shower, toilet and bathtub. Added valuation: $2 ,JCa^ *** CONTACTS *** OWNER (720)413-4090 LE BLANC, RYAN SUB (720)347-8174 Jason Aaron 180002 Advanced Mechanical LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Investigative Fees ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 204.91 499.80 426.20 315.25 1,446.16 *** CONDITIONS *** All roughs to be done at Framing Inspection. 23,800.00 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 fees doubled for Stop Work Order. City of Wheat Ridge a Residential Remodel PERMIT - 201708018 PERMIT NO: 201708018 ISSUED: 10/06/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 10/06/2018 JOB DESCRIPTION: Residential remodel including removing (2) load bearing walls, one on mid level and one on upper level for future new bathroom. Adding plumbing for future new bathroom to be on separate permit. Electrical, plumbing. **REVISION 1: Replacing old duct work, boots and registers.*** **REVISION 2: Rough plumbing of a newly added master bathroom. Double vanity, shower, toilet and bathtub. Added valuation **�•� i, by in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be pertorm_ed and that all,�v0, be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a pernuil 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 vregulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official I Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 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: permits(cD_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: if 2/f/1% Add APermit . WHO go1fl Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: _ P>ercp_ S'( Owner Property Owner Email: (i�— Mailing Address: (if different than property address) Address: City, State, Zip: 40AAe6 G�V'\e �, 0 iy —C iv' EAe Y -,- l'00 Phone: Contact Person: Qj'A.v\ ( _ E1 a ✓ L= Phone: �V ©� L l(�, Lt 0 01(� Contractor: _C.I1 )"_&IC)C) Contractors City License #: P('_ Phone: � O� -- 9 _'? "? — ley Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: ' .. ,. �' ,v� \, v��' c-� c ►nC �(,) �ic� c ec� v�G�S- t -c ]r ba Sq. FULF Amps Btu's Squares Gallons Other Additio I Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ 02 � DoC� , co 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 a o list that entity on this application. CIRCLE ONE. (0 NE (CONTRACTOR) or (AUTHORIZED REPRESENTATIVW of (OWNER) (CONTRACTOR) PRINT NAME: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: k,elolt 4,416 4t - PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE OCCUPANCY CLASSIFICATION: _)(—� Building Division Valuation: $ '7,0 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: .201' 20 L i'� „',� s.� f 3 j Job Address: S35,0 Permit Number: 207,9 019 ❑ No one available for inspection: Time AM/ Re -Inspection required: /es No `1! When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: )gvl ('a'& -- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201708018 PERMIT NO: 201708018 ISSUED: 10/06/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 10/06/2018 JOB DESCRIPTION: SWO: Residential remodel including removing (2) load bearing walls, one on mid level and one on upper level for future new bathroom. Adding plumbing for future new bathroom to be on separate permit. Electrical, plumbing. *** CONTACTS *** OWNER (720)413-4090 LE BLANC, RYAN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,500.00 FEES Total Valuation 0.00 Plan Review Fee 204.91 Use Tax 346.50 Permit Fee 315.25 Investigative Fees 315.25 ** TOTAL ** 1,181.91 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on pians. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Permit fees doubled for Stop Work Order. T City of Wheat Ridge Residential Remodel PERMIT - 201708018 PERMIT NO: 201708018 ISSUED: 10/06/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 10/06/2018 JOB DESCRIPTION: SWO: Residential remodel including removing (2) load bearing walls, one on mid level and one on upper level for future new bathroom. Adding plumbing for future new bathroom to be on separate permit. Electrical, plumbing. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by, the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all w b;onthe med is disclosed in this document and/or its' accompanying approved plans and specifications. 1 Signature OWNE COCTOR (Circle one) Date 1. This p =isstTed basedinformation 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. Thts.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writingand b received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of alI 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 ny ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. e Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of ,��9rWheat] gee MMUNITy DEVELOPMEN 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: permits(a�ci.wheatridoe.co.us FOR OFFICE USE ONLY gate: Pian/Pennit # Ptan dell Building Permit Application '** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: J k_; Owner (please print): Zio A A -- �� � _✓1 � Property Owner Email: P"li- 31 Mailing Address: (if different than property address) Address: � 3,S' -C) ,S' - tom" ; e(C e <�4- City, State, Zip: t'jkeC'+ I - � L C, Architect/Engineer: Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # ems, Phone: Phone: Phoneme Mechanical: W.R. City License # Other City Licensed Sub: i VI City License # `f Complete all information on BOTH sides of this form 0 COMMERCIAL 9RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE 0 ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE 0 COMMERCIAL ROOFING COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ph4m ELECTRICAL SYSTEM/APPLIANCE REPAIR r PI=PLACEMENT OTHER (Describe) L i c;, r ZE vo v,,A:4-,'0 4- i��+ E' 0 ce�-t 0-0i'l (For ALL projects, please provid6 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.) i� 6'.-rh 0 C1,20 ov- -/ Sq. Ft./LF i 0C C' - se � Btu's I Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ vo ONN'NER/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 Nk'heat 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 vp+-ti i to list that entity on this application. `E CIRCLE ON (OWNER CONTRACTOR) or (AUTHORIZEDREPRESEVTATIVE) of (0114�'VER) (CONTRACTOR) PRINT NAME: 'ZiINO L-(-> t-kl C- SIGNATURE: DATE: DEPARTMENT USE ONLY ZONING COMMMENTS Reviewer BUILDING DEP RWE�!T� Reviews S7 PUBLIC ORKS ENTS Reviewer PROOF OF SUBMISSION FORMS Fire Department D Received El Not Required Water District ❑ Received E] Not Required Sanitation District Received [] Not Required OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION SPRINKLEREO _ OCCUPANI LOAD - Building Division Valuation: $ City of Wheat i e COMMUNITY DEVELOPMENT Official Certification of Property Owner for Trade Specific Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. I am the owner and live in the project property. _I am the owner and do not live in the project property. Property Owner(s) Project Property: v\ Le i�; l mac. e ,CC� foo�� Notarial signature of Applicant F7TState of Colorado } IC County of 3eSS¢r��n } ss A01981 n iES APRIL 22,202C The foregoing instrument was acknowledged by me this S day of 6c , 20j by Rx �, C -e �o--------��l�Q�_ My Commission Expires X20 Ae Notary Public TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MY COMMISSION EXPIRES APRIL 22, 2020 I 1 �G TI, FIRE-RESCUE Form: Fairmount Fire Protection District Company Inspection Form Fairmount Fire Rescue' L` �j"��J/ell Occupancy: The Colorado Floor Company Address: 13050 W 43rd DR Golden CO 80403 Inspection Type: Fire Protection System Inspection Inspection Date: 7/13/2017 By: Ipatenco , Robert A (386) Time In: 02:00 Time Out: 02:00 Authorized Date: 07/28/2017 By: Ipatenco , Robert A (386) Inspection Description: This form is to be used to perform Company Fire & Life Safety Business, Schools and Institutional Inspections which are normally scheduled annually by the Fairmount Fire Protection District's Fire and Life Safety Division. This form may also be used as applicable, for independent or non-scheduled Fire and Life Safety Inspections of businesses, schools and institutions. The inspection content violations are directly tied to the most recently adopted International Fire Code IFC . Inspection Topics: . Other Other Violations not listed To be used for any fire code violations which are not listed or prompted in the primary company inspection form. Status: PASS Notes: Fire Sprinkler: Replace sprinkler head on first floor with flush mount head Riser needs hydraulic plate Fire Alarm: Submit Scope of Work letter and cut sheets Replace 4 horn and strobes on second floor Record of Completion Hang document box Fire Alarm circuit needs lock Electrical panel with Fire Alarm circuit needs to be locked Additional Time Spent on Inspection: Category Start Date / Time End Date / Time Notes: No Additional time recorded Total Additional Time: 0 minutes Inspection Time: 0 minutes Total Time: 0 minutes Summary: Overall Result: Pending Inspector Notes: This building is currently undergoing a tenant finish, the items listed need to be corrected before a final inspection will be completed. Printed on 7/28/17 at 13:07:55 Page 1 of 2 Inspector: Name: Ipatenco , Robert A Rank: Deputy Fire Marshal Email(s): ripatenco@fairmountfire.org Ipatenco , Robert A: Signed on: 07/14/2017 14:59 Signature Date Representative Signature; Signature of: Harold Hawkins on 07/28/2017 14:06 Printed on 7/28/17 at 13:07:55 Page 2 of 2 Commander3 Series Selectable GEC3/G E S Candela Evacuation Signals 3 12 & 24 VDC Applications The Commander' Series is a low profile strobe and horn/strobe combination that offers dependable audible and visual alarms and the absolute lowest current available. The GE3 Series 24VDC offers tamperproof field selectable candela options of 15, 30, 60, 75, and 110 candela. The 12VDC offers tamperproof field selectable candela options of 15, 30, 60, and 75 candela. The Commander Series horn offers a continuous or synchable temporal three in 2400Hz and mechanical tone, a chime and whoop tone. All tones are easy for the professional to change in the field by the use of switches. The GE3 Series has a minimal operating current and has a minimum flash rate of 1 Hz regardless of input voltage. The Commander' Series is shipped with a standard 4" metal mounting plate which incorporates the popular Super -Slide° feature that allows the installer to easily test for supervision. The product also features a locking mechanism which secures the product to the bracket without any screws showing. The Commander' also features the patented Checkmate°- Instant Voltage Verification feature which allows the installer to check the voltage drop draw and match it to the blueprint. The GE3 Series appliances are ANSI/UL 464 and ANSI/UL 1971, listed for use with fire protective systems and are warranted for three years from date of purchase. Standard Features • Nominal voltage 12VDC and 24VDC • 24VDC units have field selectable candela options of 15, 30, 60, 75 & 110 • 12VDC units have field selectable candela options of 15, 30, 60 & 75 • GEH horn is available in 12VDC or 24VDC • Unit Dimensions: 5" (12.7 cm) high x 4.5" (11.43 cm) wide x 2.5" (6.35 cm) deep • Super -Slide® Bracket - Ease of Supervision Testing • Checkmate® - Instant Voltage Verification • Synchronize strobe and/or horn with Gentex AVSM Control Module • Prewire entire system, install mounting bracket, then install signals • Documented lower installation and operating costs • Input terminals accept 12 to 18 AWG • Switch selection for high or low dBA • Switch for chime, whoop, mechanical and 2400Hz tone • Tamperproof re-entrant style grill • Switch for continuous or temporal 3 tone (not available on whoop tone) • Surface mount with the GSB (Gentex Surface Mount Box) • Silence audible while visual appliance will remain flashing (for use in accepted jurisdictions) • Faceplate available in red or off-white Product Listings SIGNALING LISTED F p" • ANSI/UL 464 & ANSI/UL 1971 Listed • CSFM: 7135-0569:122 (GEC3-24 & GEH-24) 7125-0569:123 (GES3-24) 7125-0569:129 (GES3-12) 7135-0569:130 (GEC3-12 & GEH-12) • MEA: 285-91-E (GEC3-24 & GES3-24) 580-06-E (GEC3-12 & GES3-12) Patents • 7,375,617 May 20, 2008 Product Compliance • NFPA 72 • Americans with Disabilities Act (ADA) • IBC/IFC/IRC • Quality Management System is certified to: ISO 9001:2008 /E' MEMBER � `\ ASSEMBLEDIN THE USA GEH 12VDC or 24VDC Low Profile Evacuation Horn Model Number Part Number Nominal Voltage eve eran a 10ft., per ANSI/UL 464 n nec olc oom dBA at 10% GEH12-R 904-1239-002 12VDC 62-82 100 GEH12-W 904-1241-002 12VDC 62-82 100 GEH24-R 904-1205-002 24VDC 62-82 100 GEH24-W 1 904-1207-002 24VDC 62-82 100 GES3 12VDC or 24VDC Selectable Candela, Low Profile Evacuation Strobe Model Number Part Number Nominal Voltage Candela (ANSI/UL 1971) GES3-12WR 904-1235-002 12 VDC 15, 30, 60, 75 GES3-12WW 904-1237-002 12 VDC 15, 30, 60, 75 GES3-24WR 904-1321-002 24 VDC 15, 30, 60, 75,110 GES3-24WW 904-1319-002 24 VDC 15, 30, 60, 75,110 GEC3 12VDC or 24VDC Selectable Candela, Low Profile Evacuation Horn/Strobe Model Number Part Number Nominal Voltage Candela (ANSI/UL 1971) Reverberant dBA at 10ft., per ANSI/UL 464 In Anechoic Room dBA at 10ft. GEC3-12WR 904-1231-002 12 VDC 15, 30, 60, 75 62-82 100 GEC3-12WW 904-1233-002 12 VDC 15, 30, 60, 75 62-82 100 GEC3-24WR 904-1317-002 24 VDC 15, 30, 60, 75, 110 62-82 100 GEC3-24WW 1 904-1315-002 1 24 VDC 15, 30, 60, 75, 110 62-82 100 GE3 Product Strobe Current Ratings (ri i 12 VDC (8-17.5 Volts) 24 VDC (16-33 Volts) Candela 12VDC UL Max' 24VDC UL Max' 15cd 106mA 92mA 30ri 42mA 30cd 131 mA 141 mA 35mA 58mA 60cd 186mA 260mA 66mA 97nnA 75cd 237mA 312mA 80mA I 116mA 110cd 103111 161 mA GE3-12 Product Horn Current Ratings Horn Decibel Levels Horn Current Ratings Minimum SPL Minimum SPL at 1Oft., per at 10ft., per Regulated 12VDC Horn Mode ANSI/UL 464 ANSI/UL 464 Max. Operating (HIGH) (LOW) High Setting (mA) emp 3 2400Hz 76 dBA 69" dBA 29mA Temp 3 Mechanical 75 dBA 68' dBA 26mA Temp 3 Chime 62' dBA 60' dBA 13mA Continuous 2400Hz 79 dBA 74' dBA 29mA Continuous Mechanical 78 dBA 72` dBA 26mA Continuous Chime 63- cIBA 61' dBA 13mA Whoop 78 cIBA 71' cIBA 55mA Model Designations: W = Wall mount R = Red Faceplate W = White Faceplate All units are available in plain (no lettering). Plain units are non -returnable. ALERT bezel available for order AGENT bezel available for order GE3-24 Product Horn Current Ratings Horn Decibel Levels Horn Current Ratings Minimum SPL Minimum SPL Regulated 24VDC Horn Mode at 1Oft., per at 1Oft., per Max. Operating g 0 L 464 ANSI/UL 464 High Setting (g (HIGH) (LOW) Temp 3 2400Hz 78 dBA 71' dBA 28mA emp 3 Mechanical 70` dBA 25mA emp 3 Chime 66' dBA 15mA Continuous 2400Hz 74' dBA 28mA Continuous Mechanical 72` dBA 25mA :70* Continuous Chime 66' dBA 15mA Whoop 69- dBA 56mA NOTES: • Operating temperature: 32°to 120°F (0° to 49°C). The GEC3 and GES3 Series is not listed for outdoor use. • For nominal and peak current across ANSI/UL regulated voltage range for filtered DC power and unfiltered (FWR [Full Wave Rectified]) power, see installation manual. 12VDC models are DC only. • Gentex does not recommend using a coded or pulsing signaling circuit with any of our strobe products (see Technical Bulletin Number 014). • The sound output for the temporal 3 tone is rated lower since the time the horn is off is averaged into the sound output rating. While the horn is producing a tone in the temporal 3 mode its sound pressure is the same as the continuous mode. " Operating the horn in this mode at this voltage will result in not meeting the minimum ANSI/UL 464 reverberant sound level required for public mode fire protection service. These settings are acceptable only for private mode fire alarm use. Use the high dBA setting for public mode application (not applicable when using the chime tone. The chime tone is always private mode). RMS current ratings are per ANSI/UL average RMS method. ANSI/UL max current rating is the maximum RMS current within the listed voltage range (16-33VDC for 24VDC units) (8-17VDC for 12VDC units). For strobes the UL max current is usually at the minimum listed voltage (16VDC for 24VDC units) (8VDC for 12VDC units). For audibles the max current is usually at the maximum listed voltage. For unfiltered FWR ratings, see installation manual. Tone Switch Locations TONE SWITCH POSITION 3 4 5 Mechanical Temporal 3 ON ON ON Mechanical - Continuous OFF ON ON 4001-1z - Temporal 3 ON OFF ON 400Hz - Continuous OFF OFF ON Chime - Temporal 3 ON ON OFF Chime - Continuous OFF ON OFF hoop ON OFF OFF hoop OFF OFF OFF NOTE: • Switch Positions 1 and 2 in the OFF position to select isolated horn and strobe power inputs • Switch Position 6 ON = HIGH dBA • Switch Position 6 OFF = LOW dBA Gentex Super-SlideO Mounting Bracket Allows the installer to pre -wire the system, test for system supervision, remove the signal head until occupancy, switch out Gentex signals without changing mounting brackets and has locking edge connector for snap -in-place installation. Candela selection slider switch. Depress center and slide switch to desire brightness level. \ Break off pin and insert into hole at the bottom of the selector to lock candela setting. Signal must be removed from bracket and pin pushed — forward from backside out of hole to change candela. 15 30 Aco S+ S¢ ® S" `i H+ �i p Gentex CheckmateO Instant Voltage Verification It is often necessary to confirm the voltage drop along a line of devices. The access holes are provided in the back of the terminal block to allow the voltage to be measured directly without removing the device. Typically this would be done at the end of the line to confirm design criteria. Most measurements will be taken using the S+ and S- locations although access is provided to other locations. NOTE: Care should be taken to not short the test probes. To remove bezel, grip both sides of bezel and pull in a downward and outward motion. Conventional Wiring Diagrams for Emergency Notification Evacuation Series UL Listed UL Listed Control Signal Signal Control Panel S+ s+ S- H+ H- S+ S+ S- H+ H - Signal Signal Panel Supervised S+ S+ S- H+ H- S+ S+ S- H+ H- Signal Circuit ISignal ised 0 0 0 \ + END OF LINE Circuit RESISTOR + END LINE RESISTOR \ } END OFLIRE RESISTOR NOTES: • All strobes are designed to flash as specified with continuous applied voltage, Strobes should not be used on coded or pulsing signaling circuits. However, use of the Gentex AVSM control module or Gentex synchronization protocol is permitted to synchronize the strobe, horn and/or mute the horn. See Technical Bulletin 014 for additional information. • FOR SYNCHRONIZATION WIRING INFORMATION, REFERENCE AVSM CONTROL MODULE DATA SHEET (551-0031) AND/OR AVSM CONTROL MODULE MANUAL (550-0284) FOR SYNCHRONIZATION MODULE WIRING DIAGRAMS. AVSM CONTROL MODULE DATA SHEET AND MANUAL CAN BE OBTAINED AT http:/Avww.-cientex.com OR CALL GENTEX CORPORATION AT 1-800-436-8391. • When synchronizing the GE312VDC Series, the Gentex AVSM control module or Gentex synchronization protocol MUST be used. Architect & Engineering Specifications The audible and/or visible signal shall be Gentex GEN, GES3, GEC3 Series or approved equal and shall be listed by Underwriters Laboratories, Inc. per ANSI/UL 1971 and/or ANSI/UL 464. The notification appliance shall also be listed with Factory Mutual Listing Service (FM) and the California State Fire Marshal (CSFM). The notification appliance (combination audible/visible) shall produce a peak sound output of 100dBA or greater at 12VDC or 24VDC as measured in an anechoic chamber. The signaling appliance shall also have the capability to silence the audible signal while leaving the visible signal energized with the use of a single pair of power wires. Additionally, the user shall be able to select either continuous or temporal tone output with the temporal signal having the ability to be synchronized. Unit shall be capable of being installed so that any unauthorized attempt to change the candela setting will result in a trouble signal at the fire alarm control panel. The audible/visible and visible signaling appliance shall also maintain a minimum flash rate of 1 Hz or up to 2Hz regardless of power input voltage. The strobe appliance shall have an operating current of 42mA or less at 24VDC for the 15Cd strobe circuit and 92mA or less at 12VDC for the 15Cd strobe circuit. The appliance shall be polarized to allow for electrical supervision of the system wiring. The unit shall be provided with a mounting bracket with terminals and barriers for input/output wiring and be able to mount to a single gang or double gang box or double workbox without the use of an adapter plate. The unit shall have an input voltage range of 16-33 volts with either direct current or full wave rectified power for 24VDC models or a voltage range of 8-17.5 volts for 12VDC models. The appliance shall be capable of testing supervision without disconnecting wires, verify voltage without removing unit and be capable of mounting to a surface back box. GENTEX CORPORATION Fire Protection Products Group • www.gentex.com 10985 Chicago Drive • Zeeland, Michigan 49464 616.392.7195 • 1.800.436.8391 9 616.392.4219 Fax Gentex Corporation reserves the right to make changes to the product data sheet at their discretion. 24 units per caCarton 28 pounds per Important Notice: 551-0050-06 These materials have been prepared by Gentex Corporation ('Gentex") for Informational purposes only, are necessarily summary, and are not purported to serve as legal advice and should not be used as such. Gentex makes no representations and warranties, express or implied, that these materials are complete and accurate, up-to-date, or in compliance with all relevant local, state and federal laws, regulations and rules. The materials do not address all legal considerations as there is Inevitable uncertainty regarding interpretation of laws, regulations and rules and the application of such laws, regulations and rules to particular fact patterns. Each person's activities can differently affect the obligations that exist under applicable laws, regulations or rules. Therefore, these materials should be used only for informational purposes and should not be used as a substitute for seeking professional legal advice. Gentex will not be responsible for any action or tallure to act in reliance upon the information contained in this material. riS ii\ Structural Design Calculations For 3350 Pierce St. Remodel 3350 Pierce St. Wheat Ridge, C• vv��at� COMMUNITY DMI.OrMEN 1 APPROVED Reviewed for Code Co iian_Ce L-4 O REGIS Hate O � OIPbM tO[O%K01Wnt t Validity atP,A nw iswome ofoPin' aaPW 43 92 �; andcamPutoti=,hallnw beaPerm4lar, w on op""' oJ, any violation to I s ow nl Mr vrowsions of the budding code a of orM C'ty ordirroncet. permits s, %�6,4 20'7, W Prewmi�c to give authority to violate of toMef the Provisions of the BuiMrnq °v i �� Codes or crhe' ardmonces of tM GtY thdl not bt valid. FSS 10-04-2017 Ryan Leblanc �' Apex Engineers, Inc. Project Title: 2701 Lawrence St. Unit #19 Engineer: Denver CO 80205 Project Descr: Project ID: D(0 15) S(0.18) 2-2X8 Span = 8.0 ft r Applied Loads Uniform Load : D = 0.0250, S = 0.030 ksf, Tributary Width = 6.0 ft DESIGN SUMMARY 4 Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = 0.971: 1 Maximum Shear Stress Ratio = 0.376 : 1 Section used for this span www.apex-engineers.com AP" Section used for this span 2-2x8 fb : Actual = ENGINEERS INC fv : Actual = 77.74 psi Pnnted: 4 OCT 2017, 9:32AM Wood Beam Fv : Allowable = File = G:\Denver\Projects\R3AELB-61xY4GLE-6\OKR386-3\ENERCALC.ecE Load Combination +D+S+H ENERCALC, INC. 1983-2017, Build:10.17.8.29, Ver:10.17.8.25 KW -06005244 4.000ft Location of maximum on span = 7.416 ft Description : Stair header beam Span # 1 Span # where maximum occurs = Span # 1 CODE REFERENCES 0.00 0.00 0.00 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 0.109 in Ratio= 877 >=360 0.218 Load Combination Set: ASCE 7-05 0.000 in Ratio= 0 <360 1.00 Material Properties 0.201 in Ratio= 478 >=180 1.20 Analysis Method: Allowable Stress Design Fb + 900.0 psi E: Modulus of Elasticity Load Combination ASCE 7-05 Fb - 900.0 psi Ebend- xx 1, 600.0 ksi Fc - Prll 1,350.0 psi Eminbend - xx 580.0 ksi Wood Species ; Douglas Fir - Larch Fc - Perp 62 5. 0 psi 1.00 Wood Grade : No.2 Fv 180.0 psi 0.00 0.00 Ft 57 5. 0 psi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 0.196 1.00 D(0 15) S(0.18) 2-2X8 Span = 8.0 ft r Applied Loads Uniform Load : D = 0.0250, S = 0.030 ksf, Tributary Width = 6.0 ft DESIGN SUMMARY 4 Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = 0.971: 1 Maximum Shear Stress Ratio = 0.376 : 1 Section used for this span 2-2x8 Section used for this span 2-2x8 fb : Actual = 1,205.42psi fv : Actual = 77.74 psi FB: Allowable = 1,242.O0psi Fv : Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 4.000ft Location of maximum on span = 7.416 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection 0.00 0.00 0.00 Max Downward Transient Deflection 0.109 in Ratio= 877 >=360 0.218 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 1.00 Max Downward Total Deflection 0.201 in Ratio= 478 >=180 1.20 Max Upward Total Deflection 0.000 in Ratio= 0<180 35.34 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Max Stress Ratios M V C d C FN C i Cr Cm C t C L Moment Values M fb Fb V Shear Values fv F'v D Only 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.564 0.218 0.90 1.200 1.00 1.00 1.00 1.00 1.00 1.20 547.92 972.00 0.51 35.34 162.00 +D+L, H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.507 0.196 1.00 1.200 1.00 1.00 1.00 1,00 1.00 1.20 547.92 1080.00 0.51 35.34 180.00 +D+Lr+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.406 0.157 1.25 1.200 1.00 1.00 1.00 1.00 1.00 1.20 547.92 1350.00 0.51 35.34 225.00 +D+S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.971 0.376 1.15 1.200 1.00 1.00 1.00 1.00 1.00 2.64 1,205.42 1242.00 1.13 77.74 207.00 +D+0,750Lr+0.75OL-H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 It 1 0.406 0.157 1.25 1.200 1.00 1.00 1.00 1.00 1.00 1.20 547.92 1350.00 0.51 35.34 225.00 +D+0.750L+0.750S+H 1.200 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.838 0.324 1.15 1.200 1.00 1.00 1.00 1.00 1.00 2.28 1,041.05 1242.00 0.97 67.14 207.00 Description : Stair header beam Project Title: Engineer: Project Descr: File = ENERCALC, INC. Project ID: Panted: 4 OCT 2017. 9:32AM :-6\OKR386-31EN ERCA LC ed Build:10.17.8.29, Ver:10.17.8.Z Load Combination Apex Engineers, Inc. 2701 Lawrence St. Unit #19 Denver, CO 80205 APEX ENGMEERS,INC. www.apex-engineers.com Wood Beam Description : Stair header beam Project Title: Engineer: Project Descr: File = ENERCALC, INC. Project ID: Panted: 4 OCT 2017. 9:32AM :-6\OKR386-31EN ERCA LC ed Build:10.17.8.29, Ver:10.17.8.Z Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN C i Cr Cm C t CL M fb F'b V fv F'v +D+W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 It 1 0.317 0.123 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.20 547.92 1728.00 0.51 35.34 288.00 +D+0.70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.317 0.123 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.20 547.92 1728.00 0.51 35.34 288.00 +D+0.750Lr+0.750L+0.750W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.317 0.123 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.20 547.92 1728.00 0.51 35.34 288.00 +0+0.750L+0.750S+0.750W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 It 1 0.602 0.233 1.60 1.200 1.00 1.00 1.00 1.00 1.00 2.28 1,041.05 1728.00 0.97 67.14 288.00 +D+0.750Lr+0.750L+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.317 0.123 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.20 547.92 1728.00 0.51 35.34 288.00 +D+0.750L+0.750S+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 It 1 0.602 0.233 1.60 1.200 1.00 1.00 1.00 1.00 1.00 2.28 1,041.05 1728.00 0.97 67.14 288.00 +0.60D+W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.190 0.074 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.72 328.75 1728.00 0.31 21.20 288.00 +0.60D+0.70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.190 0.074 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.72 328.75 1728.00 0.31 21.20 288.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Def! Location in Span +D+S+H 1 0.2007 4.029 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.320 1.320 Overall MINimum 0.720 0.720 D Only 0.600 0.600 +D+L+H 0.600 0.600 +D+Lr+H 0.600 0.600 +D+S+H 1.320 1.320 +D+0.750Lr+0.750L+H 0.600 0.600 +D+0.750L+0.750S+H 1.140 1.140 +D+W+H 0.600 0.600 +D+0.70E+H 0.600 0.600 +D+0.750Lr+0.750L+0.750W+H 0.600 0.600 +D+0.750L+0.750S+0.750W+H 1.140 1.140 +D+0.750Lr+0.750L+0.5250E+H 0.600 0.600 +D+0.750L+0.750S+0.5250E+H 1.140 1.140 +0.60D+W+H 0.360 0.360 +0.60D+0.70E+H 0.360 0.360 D Only 0.600 0.600 Lr Only L Only S Only 0.720 0.720 W Only E Only H Only t C Descr. Pco1 APeX En9r( nce Stc Dnrt #19 2101 Law 05 QeFile = r,:nE nvel, CO 802 ers Com - �.aPex-engine WC �� Beam ' OM header beam BE 10 _ E Mo U 5Uid E 2p12, CBC 2013, P'SCE 7- iron ' 2600 Psr. Ebend" 0 " yx EF �NC�S C lnbend )E R ER g 2012, t6 05 - 2600 Psr. Em E Fb 2510 PSI �latlons P tro get PSC 7 Fb "PrU 750 psi, 1 Combrna e�ies s pesrgn Fc Perp 285 Psr. Density ater'13 Prof le Stres Fv 1555 PSI pUowE 7- 5 Ft Va\ds�0mb- go\ .PSC 0 Trus Joam LVL a 1.9 E Inst Lateral for wsionat bucWin9 ood Species MicroL S(0 361 wood Grade geam is Fu11y Braced 9a �tfl 31 , Beam grac�n9 1 2 1 750.25 h Span B lied for calculations ds entered. Load F actors will be aPP • - r Serviced 0.407 1 2.175X7.25 si 12.0 0 Ratio 133.2$ Psi Width ear Stress 327.75 P Tributary MaXrmum Sh ed {or this span +D+S+H aas S 0.030 kst, °s Applied L° D ; 0.0250, 0,691• 1 Sect►on � . Actua► _ 1.Q161t 5 Allowable Span # 1 Load 2-1 ? bXT '2 Fv . ljniform UNIMARY Ratio 2,p6F' AAPS' s an - D $IGNBe d fgos s span 2 `�c+S H si Lo aton�hme mum on occurs E.. - maXrmum ma)(ection used dib . Actua\ = 4.0'ft Span # FB _ '\\owab\e Span # 1 60 -f >=360 C'oMvmalron um on span 158 in Ratio = 0 <360 Load . axrm imam occurs 0. RaCro = 331 >.180 Spar # wh re e max 0 Apo in Ratio = Q <180 Ceflectio nsient Dell 90 , Ra p 000 in do Values MaX\mu ward bra t Deflection Sheat F,v Max Do rd _ rW%sren efle&on V 0.00 M�?o Vpownwa _ o a1 D �ecti�on MarientVue F'b 0.00 0.00 256.50 Max Dpwa mbgnations c 000 1.02 6 0 00 0.00 5 fQY Load Co c r c m c t L 40 939.29 234 O.W OAo 60.58 285000 0� stresse c i 2. o.00 Forces & M�rSUessRabOs Cd c FN 1.00 1.00 1000 939.29 2600.00 0.00 56 356.4 Maximum M 1.00 1.00 2 40 0.00 1.02 60. 0 i 1.00 1.00 1.00 1.00 3250.00 0.00 0.00 32 C brnation Span# Ogp 1,000 100 1.00 1.00 A. 939.29 0.00 Load com 1.000 1.00 1.00 1.00 2.0 2 25 133.28 Se9mentLen9�' � � p 4p1 0.236 1.00 1.00 0.00 1.000 1.00 1.00 1.00 44 2990.00 0.00 35 p Only - 6 0 ft 1 0.2A3 1.00 1.000 1.00 1.00 1.00 1.� 5.28 2A66• 0.00 1.02 60.58 th 0.361 5 1.000 1.00 100 1.00 1.00 Len9 1 1.2 1.00 1.00 00 0.00 p'0 3 1.00 3250. 0.170 1.000 1.00 1.00 1.00 240 93929 0.00 1.95 11510 Length' 8 0 ft 0.269 1.15 1.000 .0 0 1.00 .0 0 1.00 1 p0 1,7B 65 2990.00 1 1.00 1.00 4.56 ��r�h = 8.0 ft 0.691 0 Qp7 1.000 1.00 1.00 1.00 \09 ft 1 p 170 1.25 A. 1.00 1.00 1.00 1.00 0.289 1,15 1.000 1.00 1.00 Length - ap.150L 1 50Lr %'0 0.351 Len9h' � ,p•75OS1 0.597 2,0.750\ 8 0 t Length " Wood Beam Description : BEDROOM header beam Project Title: Engineer: Project ID: Protect Descr: Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C i Cr Cm C t C L Punted: 4 OCT 2017, 11:45AM File = G:\Denver\Projects\R3AEL8-6W4GLE-610KR386-3\ENERCALC.ed ENERCALC, INC. 1983.2017, Build: 10.17.8.29, Ver: 10. 1 7.8.Z Moment Values M ib F'b Shear Values V fv F'v .. .I Apex Engineers, Inc. 2701 Lawrence St. Unit #19 Denver, CO 80205 AM www.apex-engineers.com ENGINEERSINC. Wood Beam Description : BEDROOM header beam Project Title: Engineer: Project ID: Protect Descr: Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C i Cr Cm C t C L Punted: 4 OCT 2017, 11:45AM File = G:\Denver\Projects\R3AEL8-6W4GLE-610KR386-3\ENERCALC.ed ENERCALC, INC. 1983.2017, Build: 10.17.8.29, Ver: 10. 1 7.8.Z Moment Values M ib F'b Shear Values V fv F'v .. .I I. I..,.. .. � I...,, v.vu U.vv V.UU U.vv Length = 8.0 It 1 0.226 0.133 1,60 1.000 1.00 1.00 1.00 1.00 1.00 2.40 939.29 4160.00 1.02 60.58 456.00 +0+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 It 1 0.226 0.133 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.40 939.29 4160.00 1.02 60.58 456.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.226 0.133 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.40 939.29 4160.00 1.02 60.58 456.00 +D+0.750L+0.750S+0.750W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.429 0.252 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.56 1,784.65 4160.00 1.95 115.10 456.00 +0-i0.750Lr+0.750Li0.5250E4+i 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.226 0.133 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.40 939.29 4160.00 1,02 60.58 456.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.429 0.252 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.56 1,784.65 4160.00 1.95 115.10 456.00 +0.60D+W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 It 1 0.135 0.080 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.44 563.57 4160.00 0.61 36.35 456.00 +0.60D40.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 It 1 0.135 0.080 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.44 563.57 4160.00 0.61 36.35 456.00 Overall Maximum Deflections Load Combination Span Max. " " Dell Location in Span Load Combination Max. "+' Det\ Location in Span +D+S+H 1 0.2897 4.029 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MA%mum 2.640 2.640 Overall MINimum 1.440 1.440 D Only 1.200 1.200 +D+L+H 1.200 1.200 +D+Lr+H 1.200 1.200 +D+S+H 2.640 2.640 +D+0.750Lr+0.750L+H 1.200 1.200 +()40.7501-4750S+H 2.280 2.280 +D+W+H 1.200 1.200 +D+0.70E+H 1.200 1.200 +D+0.750Lr+0.750L+0.750W+H 1.200 1.200 +D+0.750L+0.750S+0.750W+H 2.280 2.280 +D+0.750Lr+0.750L+0.5250E+H 1.200 1.200 +D+0.750L+0.750S+0.5250E+H 2.280 2.280 +0.60D+W+H 0.720 0.720 +0.60D+0.70E+H 0.720 0.720 D Only 1.200 1.200 Lr Only L Only S Only 1.440 1.440 W Only E Only H Only Apex Engineers, Inc. Project Title: 2701 Lawrence St. Unit #19 Engineer: Dver CO 80205 Project Descr: en , MEX www.apex-engineers.com ENGINEERSINC Wood Beam E: Modulus of Elasticity 0.e0 Ebend- xx 1, 700.0 ksi Description : (e) floor beam check Eminbend -xx 620.Oksi CODE REFERENCES Shear Values fv F'v Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load for Span Number 2 Load Combination Set: ASCE 7-05 Density 31.20pcf Material Properties Analysis Method: Allowable Stress Design Fb + Load Combination ASCE 7-05 Fb - 0.913 1 Maximum Shear Stress Ratio Fc - PHI Wood Species : Douglas Fir - Larch Fc - Perp Wood Grade : No.1 Fv fv : Actual Ft Beam Bracing Beam is Fully Braced against lateral -torsional buckling 0(0.65) S(0 75) Load Combination D(0 24) L(0.48) Load Combination 3-2x8 Span =6.0ft I - j-- ENERCALC, INC. 1 Project ID: Pnnted: 4 OCT 2017, 11:46AM 6\0KR386-3\EN ERCALC.eC6 Build:10.17.8.29, Ver:10.17.8-Z 1, 000.0 psi E: Modulus of Elasticity 1,000.0 psi Ebend- xx 1, 700.0 ksi 1,500.0 psi Eminbend -xx 620.Oksi 625.0 psi Shear Values fv F'v 180.0 psi Load for Span Number 2 675.0 psi Density 31.20pcf D(0.24)nL(0 48) 3-2x8 Span = 6 0 ft I Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 C m C t Uniform Load : D = 0.020, L = 0.040 ksf, Tributary Width = 12.0 fl Fb Point Load : D = 0.650, S = 0.750 k @ 4.0 fi Shear Values fv F'v D Only Load for Span Number 2 Uniform Load : D = 0.020, L = 0.040 ksf, Tributary Width = 12.0 fl DESIGN SUMMARY Maximum Bending Stress Ratio = 0.913 1 Maximum Shear Stress Ratio Section used for this span 3-2x8 Section used for this span fb : Actual = 1, 096.18 psi fv : Actual FIB: Allowable = 1,200.00 psi Fv : Allowable Load Combination +D+L+H Load Combination Location of maximum on span = &000ft Location of maximum on span Span # where maximum occurs = Span # 1 Span # where maximum occurs Maximum Deflection 1080.00 1.25 Max Downward Transient Deflection 0.024 in Ratio= 2972>=360 Max Upward Transient Deflection -0.007 in Ratio= 10368>=360 Max Downward Total Deflection 0.052 in Ratio= 1384>=180 Max Upward Total Deflection -0.006 in Ratio = 12179>=180 3aninn 1 0.705: 1 3-2x8 126.86 psi 180.00 psi +D+L+H 5.397 ft = Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr C m C t C L Moment Values M fb Fb V Shear Values fv F'v D Only 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.406 0.354 0.90 1.200 1.00 1.00 1.00 1.00 1.00 1.44 438.67 1080.00 1.25 57.41 162.00 Length = 6.0 ft 2 0.406 0.354 0.90 1.200 1.00 1.00 1.00 1.00 1.00 1.44 438.67 1080.00 0.82 57.41 162.00 +D+L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.913 0.705 1.00 1.200 1.00 1.00 1.00 1.00 1.00 3.60 1,096.18 1200.00 2.76 126.86 180.00 Length = 6.0 It 2 0.913 0.705 1.00 1.200 1.00 1.00 1.00 1.00 1.00 3.60 1,096.18 1200.00 2.33 126.86 180.00 +D+Lr+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.292 0.255 1.25 1.200 1.00 1.00 1.00 1.00 1.00 1.44 438.67 1500.00 1.25 57.41 225.00 Apex Engineers, Inc. Project Title: 2701 Lawrence St. Unit#19 Engineer: Project ID: Denver, CO 80205 Project Descr: AKX www.apex-engineers.com ENGINEERSINC. Printed: 4 OCT 2017, 11:46AM Wood Beam Description : (e) Floor beam check Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C i Cr C m C t C L = G:\Denver\Projects\R3AEL8-6\XY4GLE-6\OKR386-3\ENERCALC.ecE ENERCALC, INC. 1963-2017, Build:10.17.8.29, Ver:10.17.8.Z Moment Values Shear Values M fb F'b V fv F'v Length = 6.0 ft 2 0.292 0.255 1.25 1.200 1.00 1.00 1.00 1.00 1.00 1.44 438.67 1500.00 0.82 57.41 225.00 +D+S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.410 0.404 1.15 1.200 1.00 1.00 1.00 1.00 1.00 1.86 565.51 1380.00 1.82 83.59 207.00 Length = 6.0 ft 2 0.410 0.404 1.15 1.200 1.00 1.00 1.00 1.00 1.00 1.86 565.51 1380.00 0.88 83.59 207.00 +D+0.750Lr+0.750L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.621 0.487 1.25 1.200 1.00 1.00 1.00 1.00 1.00 3.06 931.80 1500.00 2.38 109.49 225.00 Length = 6.0 ft 2 0.621 0.487 1.25 1.200 1.00 1.00 1.00 1.00 1.00 3.06 931.80 1500.00 1.95 109.49 225.00 +D+0.750L+0.750S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.744 0.624 1.15 1.200 1.00 1.00 1.00 1.00 1.00 3.37 1,026.93 1380.00 2.81 129.13 207.00 Length = 6.0 ft 2 0.744 0.624 1.15 1.200 1.00 1.00 1.00 1.00 1.00 3.37 1,026.93 1380.00 2.00 129.13 207.00 +.D+W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.228 0.199 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.44 438.67 1920.00 1.25 57.41 288.00 Length = 6.0 ft 2 0.228 0.199 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.44 438.67 1920.00 0.82 57.41 288.00 +D+0.70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.228 0.199 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.44 438.67 1920.00 1.25 57.41 288.00 Length = 6.0 ft 2 0.228 0.199 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.44 438.67 1920.00 0.82 57.41 288.00 +D+0.750Lr+0.750L+0.750W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.485 0.380 1.60 1.200 1.00 1.00 1.00 1.00 1.00 3.06 931.80 1920.00 2.38 109.49 288.00 Length = 6.0 ft 2 0.485 0.380 1.60 1.200 1.00 1.00 1.00 1.00 1.00 3.06 931.80 1920.00 1.95 109.49 288.00 +D+0.750L+0.750S+0.750W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.535 0.448 1.60 1.200 1.00 1.00 1.00 1.00 1.00 3.37 1,026.93 1920.00 2.81 129.13 288.00 Length = 6.0 ft 2 0.535 0.448 1.60 1.200 1.00 1.00 1.00 1.00 1.00 3.37 1,026.93 1920.00 2.00 129.13 288.00 +D+0.750Lr+0.750L+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.485 0.380 1.60 1.200 1.00 1.00 1.00 1.00 1.00 3.06 931.80 1920.00 2.38 109.49 288.00 Length = 6.0 ft 2 0.485 0.380 1.60 1.200 1.00 1.00 1.00 1.00 1.00 3.06 931.80 1920.00 1.95 109.49 288.00 +D+0.750L+0.750S+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.535 0.448 1.60 1.200 1.00 1.00 1.00 1.00 1.00 3.37 1,026.93 1920.00 2.81 129.13 288.00 Length = 6.0 It 2 0.535 0.448 1.60 1.200 1.00 1.00 1.00 1.00 1.00 3.37 1,026.93 1920.00 2.00 129.13 288.00 +0.60D+W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.137 0.120 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.86 263.20 1920.00 0.75 34.45 288.00 Length = 6.0 ft 2 0.137 0.120 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.86 263.20 1920.00 0.49 34.45 288.00 +0.60D+0.70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.137 0.120 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.86 263.20 1920.00 0.75 34.45 288.00 Length = 6.0 ft 2 0.137 0.120 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.86 263.20 1920.00 0.49 34.45 288.00 Overall Maximum Deflections _ ___ Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+^ Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.0520 2.782 0.0000 0.000 +D+L+H 2 0.0306 3.587 +D+S+H -0.0058 1.006 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 1.776 5.954 1.560 Overall MINimum 0.181 0.639 -0.069 D Only 0.696 2.354 0.480 +D+L+H 1.776 5.954 1.560 +D+Lr+H 0.696 2.354 0.480 +D+S+H 0.877 2.993 0.410 +D+0.750Lr+0.750L-4-1 1.506 5.054 1.290 +D+0.750L+0.750S+H 1.642 5.533 1.238 +D+W+H 0.696 2.354 0.480 +D+0.70E+H 0.696 2.354 0.480 +D+0.750Lr+0.750L+0.150W+H 1.506 5.054 1.290 +D+0.750L+0.750S+0.750W+H 1.642 5.533 1.238 +IX.750Lr+0.750L+0.5250E+H 1.506 5.054 1.290 +D+0.750L+0.750S+0.5250E+H 1.642 5.533 1.238 +0.60D+W+H 0.418 1.412 0.288 +0.60D+0.70E+H 0.418 1.412 0.288 D Only 0.696 2.354 0.480 Lr Only Project Title: Engineer: Project ID: Project Descr: Apex Engineers, Inc. 2701 Lawrence St. Unit #19 Denver, CO 80205 , ffx ENGINEERS,INC. www.apex-engineers.com Wood Beam Description : (e) floor beam check Vertical Reactions Load Combination S Only W Only E Only H Only hlle = Printed: 4 OCT 2017, 11:46AM INC. 1983.2017, Buiid:10.17.8.29, Ver:10AT Support notation : Far left is #1 Values in KIPS Support 1 Support 2 Support 3 0.181 0.639 -0.069 f 3 0 5 � v/ -/ 3 "r� B & B Balancing Co. CERTIFIED AIR TEST, ADJUST AND BALANCE REPORT JULY 17, 2017 Project: COLORADO FLOORING COMPANY Address: 13050 West 43,d Drive, Golden, CO, 80403 Mechanical Contractor: Precise Mechanical Renewable Mechanical Engineer: DMA Engineering Prepared By: B & B BALANCING CO. 14782 VINE STREET THORNTON, CO 80602 PHONE: 303-472-1892 NEBB Certification # 3255 401 ;:-:r" LARRY G. BARTLEY CERTIFICATION 3255 Exp. 3131/1a ronlc Certification PROJECT: COLORADO FLOORING COMPANY 13050 WEST 43RD DRIVE GOLDEN, CO 80403 THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCES, ARE NOTED THROUGHOUT THE REPORT. SUBMITTED & CERTIFIED BY: 0galartcin m NEBB TAB FIRM: B & B BALANCING CO. LARRY G.BARTLEY 14782 VINE STREET CERTIFICATION 3255 THORNTON, CO 80602 Exp. W31/18 PHONE: 303-472-1892 CERTIFIED PROFESSIONAL: LARRY G. BARTLEY REG. NO. 3255 SIGNATURE: DATE: JULY 17, 2017 mn: AMPS Amperes AHU Air Handling Unit BAS Building Automation System BUT British Thermal Unit CFM Cubic Feet per Minutes CHWP Chilled Water Pump CHWR Chilled Water Return CHWS Chilled Water Supply Cv Constant Volume DAT Discharge Air Temperature DB Dry Bulb or Dead Band DP Differential Pressure EF Exhaust Fan ERV Energy Recovery Ventilator EXIST. (E) Existing F Fahrenheit FCU Fan Coil Unit FD Fire Damper FLA Full Load Amps FPM Feet per Minute GPM Gallons per Minute HOA Hand Off Auto HRV Heat Recovery Ventilator HWP Hot Water Pump HWR Hot Water Return HWS Hot Water Suppler HX Heat Exchanger HZ Hertz B & B Balancing Co. Abbreviations in. WC Inches of Water Column LAT Leaving Air Temperature MA Mixed Air MAT Mixed Air Temperature MAU Make-up Air Unit OA Outside Air OAT Outside Air Temperature PD Pressure Drop PH Phase PTAC Portable Terminal Air Conditioner RAT Return Air Temperature RF Return Fan RH Relative Humidity RPM Revolutions per Minute RTU Roof Top Unit SA Supply Air SAT Supply Air Temperature SD Smoke Damper SP Static Pressure or Set Point SSC Variable Speed Controller VAV Variable Air Volume VFD Variable Frequency Drive VSD Variable Speed Drive VVT Variable Volume/Temperature W Watt WB Wet Bulb ZD Zone Damper Prepared By: B & B BALANCING CO. 14782 VINE STREET THORNTON, CO 80602 PHONE: 303-472-1892 BB B & B Balancing Co. -=- 0 Certified Test, Adjust and Balance Report July 17, 2017 Project: Colorado Flooring Company Address: 13050 West 43rd Drive Golden, CO 80403 Instruments Used: Alnor EBT -721 Capture Hood w/Digital Manometer, Velocity Matrix, Airfoil, and Humidity & Temperature Probes Serial # 90801001; Certification Date: 2/24/2016 Fluke 337 Digital Clamp Meter Serial # 11450052; Certification Date: 3/04/2016 Omega HHT13 Pocket Laser Photo Digital Tachometer Serial # 1822060; Certification Date: 3/03/2016 Prepared By: B & B BALANCING CO. 14782 VINE STREET THORNTON, CO 80602 PHONE: 303-472-1892 m� r, LARRY G. BARTLEY CERTIFICATION 3255 Exp.3131/18 / ron c- B & B BALANCING, CO. Roof Top Unit PROJECT: Colorado Flooring Company LOCATION: Golden, CO PROJECT #: SYSTEM/UNIT: (E)RTU-02 Log: DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Connor Anley Date: 7/5/2017 Unit Data Unit Manufacturer Lennox Unit Model Number GG31-060-120-2Y Unit Serial Number 5699L-09425 Unit Discharge Vertical /Down Unit Filter Quantity 1 Unit Filter Size 20x25x1 Log: DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Connor Anley Date: 7/5/2017 Test Data Total CFM Design 3770 CFM Total CFM Actual 1948 CFM Outside Air CFM Design CFM Outside Air CFM Actual 227 CFM Return Air CFM Design CFM Return Air CFM Actual 1721 CFM (E)RTU-02/Supply Fan 1 Fan RPM Design RPM Fan RPM Actual RPM Motor Volts 1 212 Volts Motor Amps 1 4.5 Amps Motor Amps 2 Amps Motor Amps 3 Amps Log: DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Connor Anley Date: 7/5/2017 Sheave Data (E)RTU-02/Sug_ply Fan Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size Sheave Center Line in. Test Pressures Fan SP In Actual 0.11 in. we External SP In Actual 0.02 in. we External SP Out Actual 0.12 in. we Total SP 0.23 in. we Filter Pressure Drop N/A in. we. Cooling Coil Pressure Drop N/A in. we. (E)RTU-02 7/5/2017 Connor Anley (E) 5 ton unit running on high speed unit not capable of producing design CFM. Proportioned air available. (E)RTU-02/Supply Fan 7/5/2017 Connor Anley Direct drive three speed motor running on high speed. (E)RTU-02 Supply outlet Summary System/Unit Motor Data (E)RTU-02/Supply Fan % Prelim Deviation Motor Manufacturer Design Reading Motor Frame Final Reading Motor HP 3/4 HP Motor RPM RPM Motor Rated Volts 208/230 Volts Motor Phase 1 Motor FL Amps 4.6 Amps Motor Service Factor 52 Sheave Data (E)RTU-02/Sug_ply Fan Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size Sheave Center Line in. Test Pressures Fan SP In Actual 0.11 in. we External SP In Actual 0.02 in. we External SP Out Actual 0.12 in. we Total SP 0.23 in. we Filter Pressure Drop N/A in. we. Cooling Coil Pressure Drop N/A in. we. (E)RTU-02 7/5/2017 Connor Anley (E) 5 ton unit running on high speed unit not capable of producing design CFM. Proportioned air available. (E)RTU-02/Supply Fan 7/5/2017 Connor Anley Direct drive three speed motor running on high speed. (E)RTU-02 Supply outlet Summary System/Unit Outlet Type Size LXW / D % Prelim Deviation % Final Deviation Design Reading Prelim Reading Final Reading Outlet -01 C 10" 60 53 377 227 200 Outlet -02 C 10" 52 51 377 196 193 Outlet -03 C 10" 49 54 377 186 205 Outlet -04 C 10" 50 52 377 188 197 Outlet -05 C 10" 46 50 377 172 190 Outlet -06 C 10" 44 51 377 165 194 Outlet -07 C 10" 53 51 377 199 192 Outlet -08 C 10" 50 52 377 187 195 Outlet -09 C 10" 59 50 377 221 188 Outlet -10 C 10" 58 51 377 217 194 Totals: - - 52 52 3770 1958 1948 B & B Balancing, Co. Page 1 of 7 Roof Top Units B & B BALANCING, CO. Roof Top Unit PROJECT: Colorado Flooring Company LOCATION: Golden, CO PROJECT #: SYSTEM/UNIT: RTU -01 Total CFM Design Total CFM Actual Outside Air CFM Design Outside Air CFM Actual Return Air CFM Design Return Air CFM Actual RTU-01/Supply Fan Fan RPM Design Fan RPM Actual Motor Volts 1 Motor Amps 1 Motor Amps 2 Motor Amps 3 B & B Balancing, Co. Test Data 6979 CFM 6337 CFM 1750 CFM 1796 CFM 5229 CFM 4541 CFM 1310 RPM 1320 RPM 211 Volts 17.4 Amps 18.0 Amps 18.0 Amps DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 Unit Data Unit Manufacturer Carrier Unit Model Number 48LCEB20B3M5A1C0A0 Unit Serial Number 1417P24456 Unit Discharge Vertical /Down Unit Filter Quantity 9 Unit Filter Size 16x25x2 Total CFM Design Total CFM Actual Outside Air CFM Design Outside Air CFM Actual Return Air CFM Design Return Air CFM Actual RTU-01/Supply Fan Fan RPM Design Fan RPM Actual Motor Volts 1 Motor Amps 1 Motor Amps 2 Motor Amps 3 B & B Balancing, Co. Test Data 6979 CFM 6337 CFM 1750 CFM 1796 CFM 5229 CFM 4541 CFM 1310 RPM 1320 RPM 211 Volts 17.4 Amps 18.0 Amps 18.0 Amps DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 Test Pressures Motor Data RTU-01/8upply Fan Browning Motor Manufacturer Century Motor Frame S213T Motor HP 7.50 HP Motor RPM 1760 RPM Motor Rated Volts 230 Volts Motor Phase 3 Motor FL Amps 19.4 Amps Motor Service Factor 1.15 Test Pressures Sheave Data RTU-01/Supply Fan Motor Sheave Make Browning Motor Sheave Model 1VP75x1 3/8 Fan Sheave Make Browning Fan Sheave Model BK95Hx1 3/16 Number of Belts 1 Belt Size BX45 Sheave Center Line 11 3/4 in. Test Pressures Fan SP In Actual 1.14 in. we External SP In Actual 0.53 in. we External SP Out Actual 1.38 in. we Total SP 1.52 in. we Filter Pressure Drop w/Clg.coil in. wc. Cooling Coil Pressure Drop 0.46 in. wc. Roof Top Units Page 2 of 7 B & B BALANCING, Co. Roof Top Unit PROJECT: Colorado Flooring Company LOCATION: Golden, CO PROJECT #: SYSTEM/UNIT: RTU-01/VA-01 DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 Log: I RTU-01NA-01 7/14/2017 Robert Stillman Total low, box inlet static equals 0.07" WC. RTU-01/VA-01 Supply Outlet Summary System/Unit Unit Data Box Inlet Size 12 K Factor 40.81 Manufacturer Carrier Model Number 35ED VAV Address VA -01 DDC Address VAV 1 DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 Log: I RTU-01NA-01 7/14/2017 Robert Stillman Total low, box inlet static equals 0.07" WC. RTU-01/VA-01 Supply Outlet Summary System/Unit Test Data Max Design CFM 2028 CFM Max Actual CFM 1444 CFM Min Design CFM 2015 CFM Min Actual CFM 1444 CFM Reheat Design CFM CFM Reheat Actual CFM CFM Fan Speed 139 DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 Log: I RTU-01NA-01 7/14/2017 Robert Stillman Total low, box inlet static equals 0.07" WC. RTU-01/VA-01 Supply Outlet Summary System/Unit Outlet Type Size LxW / D % Prelim Deviation % Final Deviation Design Reading Prelim Reading Final Reading Outlet -01 (E) Diffuser 8" 36 71 196 70 139 Outlet -02 (E) Diffuser 8" 83 79 98 81 77 Outlet -03 (E) Diffuser 8" 40 68 196 78 133 Outlet -04 (E) Diffuser 8" 33 71 196 65 139 Outlet -05 (E) Diffuser 8" 43 74 196 84 145 Outlet -06 (E) Diffuser 8" 44 70 196 87 137 Outlet -07 (E) Diffuser 8" 44 74 196 86 146 Outlet -08 (E) Diffuser 8" 30 64 196 58 125 Outlet -09 (E) Diffuser 8" 71 77 98 70 75 Outlet -10 (E) Diffuser 8" 58 80 160 92 128 Outlet -11 (E) Diffuser 8" 43 65 150 64 97 Outlet -12 (E) Diffuser 8" 34 69 150 51 103 Totals: - - 44 71 2028 886 1444 B & B Balancing, Co. Page 3 of 7 Roof Top Units B & B BALANCING, CO. Roof Top Unit PROJECT: Colorado Flooring Company LOCATION: Golden, CO PROJECT #: SYSTEM/UNIT: RTU-01/VA-02 RTU-01/VA-02 Supply Outlet Summary DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 System/Unit Unit Data Box Inlet Size 14 K Factor 59.42 Manufacturer Carrier Model Number 35ED VAV Address VA -02 DDC Address VAV 2 RTU-01/VA-02 Supply Outlet Summary DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 System/Unit Test Data Max Design CFM 1610 CFM Max Actual CFM 1595 CFM Min Design CFM 1342 CFM Min Actual CFM 1351 CFM Reheat Design CFM CFM Reheat Actual CFM CFM Fan Speed 217 RTU-01/VA-02 Supply Outlet Summary DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 System/Unit Outlet Type Size LxW / D % Prelim Deviation % Final Deviation Design Reading Prelim Reading Final Reading Outlet -01 (E) Diffuser 8" 77 94 230 177 217 Outlet -02 (E) Diffuser 8" 108 94 230 248 217 Outlet -03 (E) Diffuser 8" 92 102 230 212 234 Outlet -04 (E) Diffuser 8" 112 97 230 257 224 Outlet -05 (E) Diffuser 8" 122 103 230 281 237 Outlet -06 (E) Diffuser 8" 97 101 230 224 232 Outlet -07 (E) Diffuser 8" 85 102 230 196 234 Totals: - - 99 99 1610 1595 1595 Log: RTU-01/VA-02/Outlet-02 7/14/2017 Robert Stillman Diffuser is loud. RTU-01/VA-02/Outlet-05 7/14/2017 Robert Stillman Diffuser is loud. B & B Balancing, Co. Roof Top Units Page 4 of 7 B & B BALANCING, CO. Roof Top Unit PROJECT: Colorado Flooring Company LOCATION: Golden, CO PROJECT #: SYSTEM/UNIT: RTU-011VA-03 DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 Log: RTU -01 NA -03 7/14/2017 Robert Stillman Total low, box inlet static equals 0.37" WC. RTU-01NA-03 Supply Outlet Summary System/Unit Unit Data Box Inlet Size 8 K Factor 38.79 Manufacturer Carrier Model Number 35ED VAV Address VA -03 DDC Address VAV 4 DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 Log: RTU -01 NA -03 7/14/2017 Robert Stillman Total low, box inlet static equals 0.37" WC. RTU-01NA-03 Supply Outlet Summary System/Unit Test Data Max Design CFM 640 CFM Max Actual CFM 492 CFM Min Design CFM 630 CFM Min Actual CFM 492 CFM Reheat Design CFM CFM Reheat Actual CFM CFM Fan Speed 120 DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 Log: RTU -01 NA -03 7/14/2017 Robert Stillman Total low, box inlet static equals 0.37" WC. RTU-01NA-03 Supply Outlet Summary System/Unit Outlet Type Size LxW t D % Prelim Deviation %Final Deviation Design Reading Prelim Reading Final Reading Outlet -01 (E) Diffuser 6" 93 100 120 111 120 Outlet -02 (E) Diffuser 8" 88 92 190 168 174 Outlet -03 (E) Diffuser 8" 45 44 330 150 146 Outlet -04 (E) Diffuser 8" 88 104 50 44 52 Totals: - - I - 69 71 690 473 492 Log: I RTU-01NA-03/Outlet-03 7/14/2017 Robert Stillman 8" run damper open. 8 & B Balancing, Co. Page 5 of 7 Roof Top Units B & B BALANCING, CO. Roof Top Unit PROJECT: Colorado Flooring Company LOCATION: Golden, CO PROJECT #: SYSTEM/UNIT: RTU-01/VA-04 RTU-01/VA-04 Supply Outlet Summary DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 System/Unit Unit Data Box Inlet Size 16 K Factor 55.70 Manufacturer Carrier Model Number 35ED VAV Address VA -04 DDC Address VAV 3 RTU-01/VA-04 Supply Outlet Summary DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 System/Unit Test Data Max Design CFM 2105 CFM Max Actual CFM 2068 CFM Min Design CFM 2053 CFM Min Actual CFM 2011 CFM Reheat Design CFM CFM Reheat Actual CFM CFM Fan Speed 256 RTU-01/VA-04 Supply Outlet Summary DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 System/Unit Outlet Type Size LxW / D % Prelim Deviation % Final Deviation Design Reading Prelim Reading Final Reading Outlet -01 (E) Diffuser 4x18 49 93 276 134 256 Outlet -02 (E) Diffuser 4x18 53 93 276 145 256 Outlet -03 (E) Diffuser 4x18 46 93 286 132 267 Outlet -04 (E) Diffuser 4x18 96 109 180 172 196 Outlet -05 (E) Diffuser 4x18 48 91 330 157 299 Outlet -06 (E) Diffuser 4x18 48 102 330 159 335 Outlet -07 (E) Diffuser 8" 191 120 76 145 91 Outlet -08 (E) Diffuser 4x18 73 109 276 202 300 Outlet -09 (E) Diffuser 4x18 163 91 75 122 68 Totals: I - - 65 98 f 2106 1368 1 2068 Log: RTU-01NA-04/Outlet-04 7/14/2017 Robert Stillman Diffuser is loud. RTU-01NA-04/Outlet-05 7/14/2017 Robert Stillman Diffuser is loud. RTU -01 NA-04/Outlet-06 7/14/2017 Robert Stillman Diffuser is loud. RTU-01NA-04/Outlet-07 7/14/2017 Robert Stillman Damper closed, outlet total high. RTU -01 NA-04/Outlet-07 7/5/2017 Connor Anley Diffuser is loud. RTU -01 NA-04/Outlet-08 7/14/2017 Robert Stillman Diffuser is loud. RTU -01 NA-04/Outlet-09 7/14/2017 Robert Stillman Diffuser is loud. B & B Balancing, Co. Roof Top Units Page 6 of 7 B & B BALANCING, CO. Roof Top Unit PROJECT: Colorado Flooring Company LOCATION: Golden, CO PROJECT #: SYSTEM/UNIT: RTU-01/VA-05 RTU-01NA-05 Supply Outlet Summary DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 System/Unit Unit Data Box Inlet Size 6 K Factor 103.32 Manufacturer Carrier Model Number 35ED VAV Address VA -05 DDC Address VAV 5 RTU-01NA-05 Supply Outlet Summary DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 System/Unit Test Data Max Design CFM 596 CFM Max Actual CFM 587 CFM Min Design CFM 564 CFM Min Actual CFM 554 CFM Reheat Design CFM CFM Reheat Actual CFM CFM Fan Speed 201 RTU-01NA-05 Supply Outlet Summary DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Robert Stillman Date: 7/14/2017 System/Unit Outlet Type Size LxW D % Prelim Deviation % Final Deviation Design Readinq Prelim Reading Final Readin Outlet -01 (E) Diffuser 8" 74 97 208 154 201 Outlet -02 (E) Diffuser 8" 73 93 208 152 194 Outlet -03 (E) Diffuser 8" 83 107 180 149 192 Totals: - - 76. 98 596 455 587 B & B Balancing, Co. Roof Top Units Page 7 of 7 B & B BALANCING, CO. Fan Unit PROJECT: Colorado Flooring Company LOCATION: Golden, CO PROJECT #: SYSTEM/UNIT: (E)EF-06 Unit Data Fan Manufacturer Panasonic Fan Model Number FV-08-11VF5 Fan Serial Number 703 SYSTEM/UNIT: EF -01A Unit Data Fan Manufacturer Panasonic Fan Model Number FV-08-11VF5 Fan Serial Number 703 Test Data Motor Volts 1 122 Volts Motor Amps 1 0.2 Amps Total CFM Design CFM Total CFM Actual 54 CFM SP Out Actual in. we Fan RPM Design RPM Fan RPM Actual RPM SP In Actual in. we Motor Amps 2 Amps Motor Amps 3 Amps SYSTEM/UNIT: EF -01A Unit Data Fan Manufacturer Panasonic Fan Model Number FV-08-11VF5 Fan Serial Number 703 DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Connor Anley Date: 7/5/2017 Test Data Motor Volts 1 121 Volts Motor Amps 1 0.2 Amps Total CFM Design CFM Total CFM Actual 75 CFM SP Out Actual in. we Fan RPM Design RPM Fan RPM Actual RPM SP In Actual in. we Motor Amps 2 Amps Motor Amps 3 Amps DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Connor Anley Date: 7/5/2017 Sheave Data Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size in. Sheave Center Line in. Tested By: Connor Anley Date: 7/5/2017 Motor Data Motor Rated Volts 120 Volts Motor FL Amps 0.26 Amps Motor Phase 1 Motor RPM RPM Motor HP HP Motor Manufacturer Motor Frame Motor Service Factor Sheave Data Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size in. Sheave Center Line in. Tested By: Connor Anley Date: 7/5/2017 Sheave Data Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size in. Sheave Center Line in. B & B Balancing, Co. Page 1 of 2 Fan Units Motor Data Motor Rated Volts 120 Volts Motor FL Amps 0.26 Amps Motor Phase 1 Motor RPM RPM Motor HP HP Motor Manufacturer Motor Frame Motor Service Factor Sheave Data Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size in. Sheave Center Line in. B & B Balancing, Co. Page 1 of 2 Fan Units B & B BALANCING, CO. Fan Unit PROJECT: Colorado Flooring Company LOCATION: Golden, CO PROJECT #: SYSTEM/UNIT: EF -01B Unit Data Fan Manufacturer Panasonic Fan Model Number FV-08-11VF5 Fan Serial Number 703 DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Connor Anley Date: 7/5/2017 Test Data Motor Volts 1 123 Volts Motor Amps 1 0.2 Amps Total CFM Design CFM Total CFM Actual 75 CFM SP Out Actual in. we Fan RPM Design RPM Fan RPM Actual RPM SP In Actual in. we Motor Amps 2 Amps Motor Amps 3 Amps DATE: 7/17/2017 CONTACT: Eric Bowhay AUTHOR: Tested By: Connor Anley Date: 7/5/2017 Sheave Data Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size in. Sheave Center Line in. B & B Balancing, Co. Page 2 of 2 Fan Units Motor Data Motor Rated Volts 120 Volts Motor FL Amps 0.26 Amps Motor Phase 1 Motor RPM RPM Motor HP HP Motor Manufacturer Motor Frame Motor Service Factor Sheave Data Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size in. Sheave Center Line in. B & B Balancing, Co. Page 2 of 2 Fan Units Fvaim wa-40,00NE `JNItl33Nl'JN3 �eua.uquolN _ __ _ _ QMMWIEQKO 3VpQO'M 6VM ] �/8 tiS�F ••.•�,+yi)�=y � N Ulm[nxp fiiii'ZCL ILIIC) AI Ed Y$41 1 O ..,u�....�,�LLr dNddW00 `JNIEIOOI� OOVdOl00 J y �...°"a I 51 a i 41 ra A,3 6 MOV, -)Q+ own ,y �............. . . . . 'WIT, ,� e 0 "e Y) � fc)y- w7t: 77 4,P Y�,--VTJO i INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy,' ype 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 Initials Comments Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing L. i -i pir C0Y77AX-T),I0 Final Mechanical C -J j Roof ?j) h14 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 The City of Wheat Ridge Inspection Check List notes Final Roof _Roof Inspection ❑ N/A z Pass ❑ Fail ❑ N/A 7XI Pass ❑ Fail :ructural roof components ❑ N/AxD Pass ❑ Fail --rift' that no more than 2 layers of shingles exist ❑ N/A O Pass ❑ Fail ashing for roof and walls ❑X Pass ❑ Fail new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/Ax❑ Pass ❑ Fail --rift' sheahing nail pattern ( See policy & Proceedures ❑x N/A ❑ Pass ❑ Fail rickets and saddles where needed ❑ N/A X❑ Pass ❑ Fail --rify B vent must have boot same gauge as ❑ N/A EXI Pass ❑ Fail pipe --rift' vent caps ❑ N/A xD Pass ❑ Fail --rift' no flashings are damaged or rusted ❑ N/A EXI Pass ❑ Fail :ep flashing shall be min. of 4x4 piece per shingle ❑X N/A ❑ Pass ❑ Fail --rift' scuppers allow for proper drainage ❑ N/A EZ Pass ❑ Fail a and water shield 2' in heated wall spaces ❑ N/A 0 Pass ❑ Fail nderlayments must follow 2012 IRC / 2012 IBC ❑ N/A EX:1 Pass ❑ Fail --rift' roof slope for proper drainage ❑ N/A EXQ Pass ❑ Fail ripedge shall have min of 2" overlap ❑ N/A 0 Pass ❑ Fail ripedge should extend down min 2" past roof deck ❑ N/A 0 Pass ❑ Fail ripedge shall be mechanicaly fastened 12" OC © N/A ❑ Pass ❑ Fail ) LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 p N/A ❑ Pass ❑ Fail odified Bitumen, EPDM, TPO min slope 1/4:12 slope p N/A ❑ Pass ❑ Fail rove roof insulation R-25 ❑X N/A ❑ Pass ❑ Fail glow roof residential R-38 • N/A ❑ Pass ❑ Fail clow roof commercial R-32 ❑X N/A ❑ Pass ❑ Fail odified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspectic Metal Roof Shingles Requirements ❑x N/A ❑ Pass ❑ Fail etal roof shingles shall not be installed on slope less 3:12 x❑ N/A ❑ Pass ❑ Fail etal valley flashing shall be the same material as roof © N/A ❑ Pass ❑ Fail eta[ valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Reauirements N N/A ❑ Pass ❑ Fail lay and concrete tile shall have a min. 2-1/2:12 slope The City of Wheat Ridge Inspection Check List notes Q NSA ❑ Pass Final Roof Slopes 4:12 and under require double underlayment Notes 3350 Pierce St Company Name: Burgess Construction Consultants Inspector signature; Date of Inspection: 8/31%17 The City of Wheat Ridge Third Party Form Check List Property Addressif I �C Permit Number Permit Issued Date PL , -1 `- l Owner Information Property Owner Information Property Owner Address Inspection Company Inspector Name Inspector Contact info. C�x- C)L(""Z _ Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendations and specifications. Inspector: Date: I �� Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge Building Division inspection. Pro a Owner/Agent: ent: p rY 9 r w - .0 , 1 Date: q j L LL This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of W_I e Ridge �Lt Inspec ' heck Lis: notes Roof Inspection ❑ N/A X ❑ Fail ❑ N/A X ❑ Fail lctural roof components ❑ N/A X ❑ Fail ify that no more than 2 layers of shingles exist ❑ N/A X ❑ Fail >hing for roof and walls LJ rass ❑ Fail �w sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑X N/A ❑ Fail ify sheathing nail pattern ( See policy & Proceedures) © N/A ❑ Fail ;kets and saddles where needed ❑ N/A X ❑ Fail ify B vent must have boot same gauge as pipe ❑ N/A X ❑ Fail ify vent caps ❑ N/A X ❑ Fail ify no flashings are damaged or rusted ❑ N/A X ❑ Fail p flashing shall be min. of 4x4 piece per shingle ❑X N/A ❑ Fail ify scuppers allow for proper drainage ❑ N/A X ❑ Fail and water shield 2' in heated wall spaces ❑ N/A X ❑ Fail ierlayments must follow 2012 IRC / 2012 IBC ❑ N/A x ❑ Fail ify roof slope for proper drainage ❑ N/A X ❑ Fail )edge shall have min of 2" overlap ❑ N/A X ❑ Fail )edge should extend down min 2" past roof deck ❑ N/A X ❑ Fail )edge shall be mechanicaly fastened 12" OC Q N/A ❑ Fail -B roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 0 N/A ❑ Fail lified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑X N/A ❑ Fail ►ve roof insulation R-25 ❑X N/A ❑ Fail :)w roof residential R-38 ❑X N/A ❑ Fail :)w roof commercial R-32 ❑X N/A ❑Fail lified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements © N/A ❑ Fail A roof shingles shall not be installed on slope less 3:12 ❑X N/A ::1 Fail al valley flashing shall be the same material as roof © N/A :J Fail A valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Reauirements ❑X N/A ] Fail y and concrete tile shall have a min. 2-1/212 slope The City of Wheat Ridge Inspection Check List notes 0 NSAA:r n__r Slopes 4:12 and under require double underlayment 3350 Pierce St Company Name: Inspector signature: Date of Inspection: Notes Burg C_ ction Consultants 08/31/17 City of Wheat Ridge Residential Remodel PERMIT - 201708018 PERMIT NO: 201708018 ISSUED: 10/06/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 10/06/2018 JOB DESCRIPTION: Residential remodel including removing (2) load bearing walls, one on mid level and one on upper level for future new bathroom. Adding plumbing for future new bathroom to be on separate permit. Electrical, plumbing. **REVISION: Replacing old duct work, boots and registers.*** *** CONTACTS *** OWNER (720)413-4090 LE BLANC, RYAN SUB (720)347-8174 Jason Aaron 180002 Advanced Mechanical LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,300.00 FEES Total Valuation 0.00 Plan Review Fee 204.91 Use Tax 363.30 Permit Fee 331.10 Investigative Fees 315.25 ** TOTAL ** 1,214.56 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Permit fees doubled for Stop Work Order. City of Wheat Ridge Residential Remodel PERMIT - 201708018 PERMIT NO: 201708018 ISSUED: 10/06/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 10/06/2018 JOB DESCRIPTION: Residential remodel including removing (2) load bearing walls, one on mid level and one on upper level for future new bathroom. Adding plumbing for future new bathroom to be on separate permit. Electrical, plumbing. "REVISION: Replacing old duct work, boots and registers.*** 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 pe rm the work described and approved in conjunction with this er I further attest that I am legally authorized to include al I entities name w m this document as parties to the work to be perl�r ed and that all to be performed is disclosed in this document and/ori ' accompanying approved plans and specifications. Sig aturfw OWNER or CONTRACTOR (Circle one) Date 1, his p mit was issued based on the information provided in the permi pplication and accompanying pplans and specifications and is ubject the compliance with those documents, and all applicable st utes, ordinances, regulations, policies and procedures. 2, his permit shall expire 365 days after the date of issuance regardle of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalppermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required ins pectiot�snr shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. --p�- 6. The issua r f a pe7r tit sllall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable or mance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. OPAI City of COMWheat�idge MUNITY 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: permits(aki.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): �U��� (�� [�!`v� �' Phone: C12i o Property Owner Email: i� ?- 2 �� S� (cam �1c���o • ca �t^ Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company: &A✓C_vt('_PzA 0C'cko'.0 r ud Contact Person: C�55 t e Phone: -X13 Contractor: Contractors City License #: L C- �- C>�'��i L���1 Phone: t7- Contractor E-mail Address: Aj VAV1rprj �/Gk C V (0 I, ('tu„ Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps Btu's Squares �q[olclvJ O I Pit J Lci-L.)o r �-) Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) LSU -o0 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 a plieation to list that entity on this application. CIRCLE ONE: (OWNS '(CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME:KU40,V) SIGNATURE: i5 = - DATE: �I 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: Building Division Valuation: $ ;,31i S-10,)` INSPECTION Inspection online f : hft ://www.ci.wheatridge.co.us/inspection Cancellations must be submitte Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:;('' y'1 L S�i j ADDRESS:', tom, c_�f�j--- JOB CODE: /rte Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PF=RKAIT i ADDRESS ' r ` 1 :_, JOB CODE JA.11 - Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 403 Final Electrical Residential 317 Rough Mechanical Commercial } v ,] -�'�1��{ �5kv 404 Final Electrical Commercial 318 Boiler / Furnace 405 Final Mechanical Residential 319 Hot water tank 406 Final Mechanical Commercial 320 Drywall screw and Nail 407 Final Plumbing Residential 321 Moisture board / shower walls - 322 Rough Grading 409 Final Roof 323 Miscellaneous _ 1410 Final Window/Door � Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential ~ } v ,] -�'�1��{ �5kv 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof _ 1410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection 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 by the Fire District and Electrical low voltage by the Building Division. 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: Job Address: tQ_C t Permit Number: 1-0t:10 �!�Q j No one available for inspection: Time L AM/6 Re -Inspection required: R No When corrections have been made, call t re -inspection at 303-234-5933 `"OaA., Date: 2- lP Inspector: 6411�f 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:G/ Job Address: 26h Permit Number: ❑ No one available for inspection: Times Re -Inspection required: Yes- When ep*When corrections have been made, call for re -inspection at 303-234-5933 Date: -&,, 17o 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: :36?/ Job Address: e( J -7 - Permit Number:i��l�%� ❑ No one available for inspection: Time AM%PM"" Re -Inspection required: Yep No When corrections have been made, call for re -inspection at 303-234-5933 Date: 17' l Inspector: )0/./(,i /'0 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE building InspectiontDivision` (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: D / IAC -F,xjal9 Job Address: 1-1 e-r-cC' S( - Permit Number: �/ 74 Ftla/ ❑ No one available for inspection: Time ; `' ' -i' AM/PM,' Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: • Al Z7 Inspector: IeIC17-1.liw� 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:' f Job Address: --5 A e-4,Ce- _,5T Permit Number: r9ol70 I ❑ 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 - Date: ' )P- /7 Inspector: )A/ 14�-- DO NOT REMOVE THIS NOTICE 0 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-� im 611 ij -° AmQA, Job Address: 23 So P i f Le- -I+— Permit I -'"Permit Number: -)0/ 7021L ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re-'ection at 303-234-5933 7 ,1 Date: �' e� � _ Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Electric PERMIT - 201708611 PERMIT NO: 201708611 ISSUED: 10/25/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 10/25/2018 JOB DESCRIPTION: Permit to upgrade service from 100 to 200 amps *** CONTACTS *** OWNER (303)884-6338 STODDEN MARY E SUB Dominic Rodriguez 170646 Senic Electric Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,800.00 FEES Total Valuation 0.00 Use Tax 58.80 Permit Fee 93.35 ** TOTAL ** 152.15 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specificat ions. applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been author Iled by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction \4 ith thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed aVd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specif icat ions. Signatu>e'�of OWNER or CONTRACTO ne 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 Buildin- 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 pen -nits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. .� Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11;59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �Wheatl jdgc MUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: i V I Z5 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 ;y v -Pierre 5't' ('J��i Prooertv Owner Property Owner Email: Mailing Address: (if different than property address) Address , State, Zip: Arch itect/Enaineer: Architect/Engineer E-mail: Phone: Phone zU) q / I - �D�7o Contractor:��A,k� 6(�cfir,"� Contractors City License Phone: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # i706' ile 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 9 ❑ COMMERCIAL n'/RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ?LUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ,ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) ,t�, ti , elIcy , c, �_� < r " ' S Sq. Ft./LF Btu's Amps '&20 r.1 mP5 Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) •2 ��JC) C,�•J OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)(CONTRA or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) r - Signature (first and last name): DATE: y-/,-"7 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ City of Wheat Ridge 11' Residential Remodel PERMIT - 201708018 PERMIT NO: 201708018 ISSUED: 10/06/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 10/06/2018 JOB DESCRIPTION: SWO: Residential remodel including removing (2) load bearing walls, one on mid level and one on upper level for future new bathroom. Adding plumbing for future new bathroom to be on separate permit. Electrical, plumbing. *** CONTACTS *** OWNER (720)413-4090 LE BLANC, RYAN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,500.00 FEES Total Valuation 0.00 Plan Review Fee 204.91 Use Tax 346.50 Permit Fee 315.25 Investigative Fees 315.25 ** TOTAL ** 1,181.91 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Permit fees doubled for Stop Work Order. City of Wheat Ridge �f Residential Remodel PERMIT - 201708018 PERMIT NO: 201708018 ISSUED: 10/06/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 10/06/2018 JOB DESCRIPTION: SWO: Residential remodel including removing (2) load bearing walls, one on mid level and one on upper level for future new bathroom. Adding plumbing for future new bathroom to be on separate permit. Electrical, plumbing. 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 tfiie 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 w ) be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature OWNS CONTRACTOR (Circle one) Date 1. This p p ' ed 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. Isuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or 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 y ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City ©f Wheatje 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: permitstc'x�.ci.wheatridge.co.us FOR OFFI�CE USE ONLY Dare: Plan/Permit # Plan �vfe�Y�: 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 1 i0,V► Mailing Address: (if different than property address) Address: � - Is, -Cl Pi "(ce <�_-- City, State, Zip: LjA k 1'1'^'-+ "P, _ r Architect/Ennineer. Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # cc. Phone: Phone: Plumbing: Mechanical: W.R. City License # W.R. City License # I Other City Licensed Sub: V City License # ! �avb C-Av Complete all information on BOTH sides of this form 0 COMMERCIAL X, RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE 0 ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIWCE EPAIR fir 7PLACEMENT OTHER (Describe) icirl 0 4-;'4:A+ E / ee C, IS a detailed description of work to be performed including current use areas, (For ALL projects, please provide Ji proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) i 64-h 0 ,- -/ k�J Sq. Ft./LF Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the C4 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 thisap to list that entity on this application. O CIRCLE 0,1E (OHNE CONTRACTOR) pr (AUTHORIZED REPRESENTATIVE) of (01V ER) (CONTRACTOR) PRIN N'A,%IE: SIGNATURE, DATE: ZONING COMMENTS Reviewer BUILDING DEP �RTIMENT -CDY"&94-, Reviews PUBLIC RKS MMENTS Reviewer PROOF OF SUBMISSION FORMS Fire Department 0 Received DNot Required Water District ❑ Received [] Not Required Sanitation District ❑ Received E] Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION: SPRINKLERED_ OCCUPANT LOAD Building Division Valuation: $ City of 001 `7V heat il.d t:! COMMUNITY DEVELOPMENT Official Certification of Property Owner for Trade Specific Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. I am the owner and live in the project property. _I am the owner and do not live in the project property. Property Owner(s):_ (<_jC,.✓\ Le i� I a,^c::__ Project Property: r� P ;e Ce_ S+_ Notariied signature of Applicant '"Ari!: 'EAN State of Colorado } ,` LIC County of JeSSQCSQ!�ra } ss RADO A015481 tES APRIL 22, 2020 The �foregoin instrument was acknowledged by me this S day of 6c , 20jJ by a 8/a -a C My Commission Expires /20 0?e Notary Public TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MY COMMISSION EXPIRES APRIL 22, 2020 FU/ et- - 0 c c 0 1876 Colorado Department of Public Health L and Environment ASBESTOS CERTIFICATION* This certifies that Chad Moore Certification No.: 21428 has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the 7 zz-,' state of Colorado in the following discipline: Building Inspector* Issued: July 17, 2017 Expires: July 25, 2018 ,j This ceniflcaie Is valid only with the possession of current Division -approved training course certification r - - — in the discipline specyled above. I A horized APCD Representativ SEAL PAGE 28 OF 28 Inspection certifications Worado Department of Public Health and Environment ASBESTOS CONSULTING FIRM This certifies that enviOCore Registration No.: ACF - 21660 has met the registration requirements of 25-7-507, C.R.S. and the Air Quality -Control Commission Regulation No. 8, Part B, and is hereby authorized to perform asbestos consulting activities as required under Regulation No 8, Part B, in the state of Colorado. Issued: Januar}, I9, 2017 Expires: January 13, 2018 SEAL envhw Core PAGE 27 OF 28 tIJVIHL]h MFNIf+L I�;St-t, I IJN� EMSL Analytical, Inc. EMSL Order: 221706712 Customer ID: ENCR42 1010 Yuma Street Denver, GO 80204 Tel/Fax: (303) 740-57001 (303) 741-1400 Customer PO: http://www.EMSL.com J denvertabQemsl.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Analyst(s) Molly Elkins (25) Timothy Xleehammer (7) t/ 7 1 r � ✓f/V", W r/I/� � ✓ Amanda Lang, Asbestos 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 w analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must Trot be used by the client to claim product oertificabon, approval, or entlorsement by NVLAP. NIST or any agency of the federal govemmem. Non -friable organically bound materials present a problem memx and therefore EMSL reco-mends gravimetric reduction prior to analysis. Samples received in good condttion unless otherwise noted. Estimated accuracy, precision and uncertain data available upon pori request. Unless requested by the client huioing materials manufactured with multiple layers (i.e. linoleum, wailboartl, etc.) are reported as a single sample. Reporting erttit is 1% Samples analyzed by EMSL Analytical. Inc. Denver, CO NVLAP Lab Code 200528-0 Initial report from: 09/252017 20:09:14 ASS_PLM__0008_000f - 1.766 Pnnted: 92572017 6:09 PM Page 3 of 3 i i Corse PAGE 26 OF 28 tlMV INOM1MENTF.I I1v5FEE7:(]NS Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 3350-FC1-01-Leveler Upstairs bathroom Gray 100% Non-fibrous (Other) None Detected pow gray file with Non -Fibrous 221706712-002018 grout and leveler Homogeneous 3350-WC1-01-Skim Outside dtlrnpster the While 100% Non-fibrous (Other) None Detected Coat with mastic Non -Fibrous Homogeneous 22f7 712.0021 Inseparable paint J meting layer Included in analysis 3350-WCI -01 -Base Outside dumpster the Gray 15% Quartz None Detected Coat with mastic Non -Fibrous 85% Non-fibrous (Other) Homogeneous 2217067120021A Analyst(s) Molly Elkins (25) Timothy Xleehammer (7) t/ 7 1 r � ✓f/V", W r/I/� � ✓ Amanda Lang, Asbestos 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 w analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must Trot be used by the client to claim product oertificabon, approval, or entlorsement by NVLAP. NIST or any agency of the federal govemmem. Non -friable organically bound materials present a problem memx and therefore EMSL reco-mends gravimetric reduction prior to analysis. Samples received in good condttion unless otherwise noted. Estimated accuracy, precision and uncertain data available upon pori request. Unless requested by the client huioing materials manufactured with multiple layers (i.e. linoleum, wailboartl, etc.) are reported as a single sample. Reporting erttit is 1% Samples analyzed by EMSL Analytical. Inc. Denver, CO NVLAP Lab Code 200528-0 Initial report from: 09/252017 20:09:14 ASS_PLM__0008_000f - 1.766 Pnnted: 92572017 6:09 PM Page 3 of 3 i i Corse PAGE 26 OF 28 tlMV INOM1MENTF.I I1v5FEE7:(]NS EMSLAnalytical, Inc. Outside dumpster EMSLOrder: 221706712 Not Submitted Customer ID: ENCR42 white texture 1010 Yuma Street Denver, CO 80204 Customer PO: Tel/Fax (303)740-5700!(303)741-1400 Project ID: Outside dumpster http: 11www. EMSL.com / denverlab@emsl.com Not Submitted Test Report: Asbestos Analysis of Sulk Materials via EPA 600IR-931116 Method using Polarized while texture Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 3350-03-01 -Base Coat Upstairs bathroom Gray Brown 15% Quartz None Detected walls and ceiling white Non -Fibrous 85% Non-fibrous (Other) Fibrous 221,o712c 7n smooth texture Homogeneous 2217ps Tum 16 3350-ID3-02-Skim Coat Upstairs bathroom White Homogeneous 100% Non-fibrous (Other) None Detected walls and ceiling white Non -Fibrous 3350-IS1-01 Attic and upstairs Gray 221706712 o smooth texture Homogeneous 5% Non-fibrous (Other) Note Detected Inaeparswe paint / coahrg layer included en analysts Fibrous 3350 -1133.02 -Base Coat Upstairs bathroom Gray 221706712m17 15% Quartz None Detected walls and ceiling white Non -Fibrous 85% Non-fibrous (Other) 3350-IS2-01 2217�712ak n smooth texture Homogeneous Brown 96% Cellulose 2% Non-fibrous (Other) 3350-ID3-03-Skim Coal Upstairs bathroom White 10% Ca Carbonate None Detected walls and ceiling while Na Fibrous 901% Non-fibrous (Other) 2211.112 -cora 2217 112m smooth texture Homogeneous Homogeneous 3350-ID3-03-Base Coat Upstairs bathroom Tan 3350-IS3-01 65% Quartz None Detected walls and ceiling white Non -Fibrous 5% Non-fibrous (Other) 5% Ca Carbonate 2217p112m. smooth texture Homogeneous Fibrous 30%Non-fibrous(Other) 3350-1134-01 -Drywall Outside dumpster Brown/White 15% Cellulose 60% Gypsum None Detected white texture Fibrous 25% Non-fibrous (Other) 3350-FC1-01-Ceramic 2217Ue712mro Homogeneous White 100% Non-fibrous (Other) 3350-11)4-01 -Plaster Outside dumpster Gray Tile 10% Quartz None Detected white texture Non -Fibrous 90% Non-fibrous (Other) 2217p 712mroa Homogeneous Homogeneous 3350-1134-02 Outside dumpster Brown/White 10% Cellulose 65% Gypsum None Detected white texture Fibrous 25% Non-fibrous (Other) 2217os712mrr Homogeneous Inseparable pa,w /t hriii layer included in anarys 3350-ID4-03-Drywall Outside dumpster White 8% Cellulose 70% Gypsum None Detected white texture Non -Fibrous 22% Non-fibrous (Other) 22x 7umr2 Homogeneous 3350-05-01 Outside dumpster Not Submitted white texture 3350-05-02 Outside dumpster Not Submitted white texture 22170 712a14 3350-05-03 Outside dumpster Not Submitted while texture 2217WY2- 75 3350-CT1.010 Upstairs bedroom Brown 98% Cellulose 2% Non-fibrous (Other) None Detected ceilings multi sized Fibrous 2217ps Tum 16 ceiling panels Homogeneous 3350-IS1-01 Attic and upstairs Gray 95% Min. Wool 5% Non-fibrous (Other) Note Detected bedroom walls and Fibrous 221706712m17 ceiling gray insulation Homogeneous 3350-IS2-01 Attic and upstairs Brown 96% Cellulose 2% Non-fibrous (Other) None Detected bedroom wafls and Fibrous 2211.112 -cora ceiling gray insulation Homogeneous 3350-IS3-01 Attic and upstairs Brown 95% Cellulose 5% Non-fibrous (Other) None Detected bedroom walls and Fibrous 2211oe112mra ceiling gray insulation Homogeneous 3350-FC1-01-Ceramic Upstairs bathroom White 100% Non-fibrous (Other) None Detected Tile floor gray the with Non -Fibrous grout and leveler Homogeneous 3350-FC1-01-Grout Upstairs bathroom Gray 100% Non-fibrous (Other) None Detected floor gray tile with Non -Fibrous 2217oe712 m2oa grout and leveler Homogeneous Initial report from: 09/25.2017 20:09.14 ASP Pt r- 8001 '8 Printed. 9125/2017 6-09 PM Page 2 of 3 P,,\GE 25 OF 28 EMSL Analytical, Inc. 1010 Yuma Street Denver, CO 80204 Tei/Fax:(303)740-57007(303)741-1400 htip:l/wwvi.EMSL.com / denverlabQa emsl.com EMSL Order: 221706712 Customer ID: ENCR42 Customer PO: Project ID: Attention: Nick Hopkinson Phone: (303) 801-8166 EnvioCore Environmental Consulting Fax: 1685 S. Colorado Blvd. Received Date: 09/2512017 8:30 AM Denver, CO 80222 Analysis Date: 09/25/2017 Collected Date: 09122/2017 Project: 0917-31 Lablanc, Ryan Test Report: Asbestos Analysis of Bulk Materials via EPA 6001R-931196 Method using Polarized Light Microscopy 3350-02-02 KitcheMiving room White/Gold 10% Mica None Detected Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type 3350 -IDI -01 -Texture Kitchen walls while White 100% Non-fibrous (Other) None Detected ceiling white popcorn texture with Non -Fibrous 2217;ro112-0 texture Homogeneous 22 nnern.unor knockdown texture Homogeneous Inseparable paint / coating layer included in analysts 3350-IDl-01-Skim Coat Kitchen walls white White 100% Non-fibrous (Other) None Detected texture with Non -Fibrous 227706712.0mlii knockdown texture Homogeneous 3350-IDl-01-Base Coat Kitchen walls white Gray 15% Quartz None Detected texture with Non -Fibrous 85% Non-fibrous (Other) 22170er12o 115 knockdown texture Homogeneous 3350-IDl-01-Drywall Kitchen walls white BrownfWhite 20%Cellulose 65%Gypsum None Detected texture with Fibrous 15% Non-fibrous (Other) 221/06112-oourc knockdown texture Homogeneous 3350 -01 -02 -Texture Kitchen walls white White 100% Non-fibrous (Other) None Detected texture with Nor -Fibrous 221706112- 2 knockdown texture Homogeneous Inseparable pi / coaung layer inc/udad rn analysis 3350 -01 -02 -Skim Coat Kitchen walls white White 100% Non-fibrous (Other) None Detected texture with Non -Fibrous na2ue112n knockdown texture Homogeneous 3350 -101.02 -Base Coat Kitchen walls white Gray 15% Quartz None Detected texture with Non -Fibrous 85% Non-fibrous (Other) 2211o6172-0,26 knockdown texture Homogeneous 3350 -01 -03 -Texture Kitchen walls white White 15 % Ca Carbonate None Detected texture with Non -Fibrous 85% Non-fibrous (Other) 2217oe112.m0a knockdown texture Homogeneous Inseparable, pain! / coating layer included in analysis 3350 -01 -03 -Skim Coat Kitchen walls white White 10% Ca Carbonate None Detected texture with Non -Fibrous 90% Non-fibrous (Other) 221706212-0a knockdown texture Homogeneous 3350 -IDI -03 -Base Coat Kitchen walls white Tan 65% Quartz None Detected texture with Non -Fibrous 5% Ca Carbonate 221706712 {YG09a knockdown texture Homogeneous 30% Non-fibrous (Other) 3350-02-01 Kitchen/living room White/Gold 10% Mica None Detected ceiling white popoom Non -Fibrous 90% Non-fibrous (Other) 2277D6112sxro4 texture Homogeneous Inseparable paint / coating layer included in analysis 3350-02-02 KitcheMiving room White/Gold 10% Mica None Detected ceiling white popcorn Non -Fibrous 90% Non-fibrous (Other) 2217Ot1712- 0 S texture Homogeneous inseparable on—fl—long layer included in analysis 3350-02-03 KitcheMiving room Beige 10% Ca Carbonate None Detected ceiling white popcorn Non -Fibrous 10% Mica 2217;ro112-0 texture Homogeneous 80% Non-fibrous (Other) Inseparable peint i coating layar included +n analyst, 3350 -103 -01 -Skim Coat Upstairs bathroom White 100% Non-fibrous (Other) None Detected walls and ceiling white Non -Fibrous 2217oM712-0007 smooth texture Homogeneous Insepaable paint / coal+ng layer included on analysis Initial report from: 09125!2017 20:09:14 a S@ FL V ttG;JS _0:101 - t 7e Printed- 912512017 6:09 PM Page 1 of 3 _I 1 ?EN1�•I-'r, i .1NS Figure 31 - Sample location #3 1G Figure 32- Sample location # 1 q0re PACE 23 OF 28 r.NViNUh MFN IPI . I UtJti Figure 29- Sample location #I Figure 30- Sample location #2 env Core PAGE 22 OF 28 Figure 27- Sample location #I Figure 28- Overview of Outside Dumpster eny)i. 'Core PAGE 21 OF 28 Figure 25- Sample location #I Figure 26- Overview of Upstairs Bedroom Ceiling ore PAGE 20 OF 28 Figure 23- Overview of Gray Insulation Figure 24- Sample location #I n W..SHCore f AC E 19 OF 28 rlN VI1�Jf�M�N!-`� Figure 21 -Sample location # 1 Figure 22- Overview of Upstairs Bedroom Walls and Ceiling envk r oe FACIE 18 OF 28 Figure a - 19- Overview of Gray Insulation Figure 20- Sample location # 1 r y Core PAGE » of 28 rIJ �'iF�L, �'MEIG-L N. I pIJS Figure 17- Sample location #3 Figure 18- Overview of Upstairs Bedroom Walls envCore PAGE 16 OF 28 *11 TI.11S Figure 15- Sample location #I Figure 16- Sample location #2 e ocore PAGE 15 or 28 Figure 13- Overview of Upstairs Bathroom Figure 14- Overview of Ceiling t "\GE 14 OF 28 e n vp. I I _fcore F N V I —N— �—Ic 1 11311, Figure 1 1 - Sample location #2 Figure 12- Sample location #3 Core PA GE 13 OF 28 ef-!\'IHI111-" i f;SFe. 1 UNS Figure 9- Sample location #I Figure 10- Overview of Living Room Ceiling E!nvCore PAGE 12 or 28 F11-1111 1N11— 17,i b 1111111F L. I -II Figure 7- Overview of Living room Figure 8- Overview of Ceiling envCore PAGE 11 OF 28 tfV :�INUn`+1Lh1A�NtiV�t. �'lJl.lS Figure 5- Sample location #2 Figure 6- Sample location #3 envrCore PAGE 10 OF 28 c — — I—E )q 2017/09/22 Figure 3- Overview of Wall Texture Figure 4- Sample location #I envi � qore f'AGE 9 OF 28tNVIHIJN MtN t'l , ffJN� Figure I - Overview of Address Figure 2- Overview of Kitchen/Living Room Walls IOL core PAGPE 8 OF 28 envi Closing EnvioCore assumes no liability for any loss, injury, claim or damages arising directly or indirectly from any use or reliance on this report or the opinions expressed herein. EnvioCore makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the samples taken and locations sampled. There are no risk assessments, warranties, guarantees, or insurance available or provided by EnvioCore. Additional sampling may be needed to further identify other pollutants, or other mold/fungus affected areas inside the subject property. This report was prepared pursuant to the contract EnvioCore has with the client. That contractual relationship included an exchange of information about the subject property that was unique and between EnvioCore and its client and serves as the basis upon which this report was prepared. Because of the importance of the communication between EnvioCore and its client, reliance or any use of this report by anyone other than the client, for whom it was prepared, is prohibited and therefore not foreseeable to EnvioCore. No warranty is made. EnvioCore's liability and that of contractors and subcontractors arising from any service rendered here under shall not exceed the total fee paid by the client to EnvioCore. Thank you for the opportunity to work with you on this project. Please call at (303) GoEnvio (463) 6846 with any questions or concerns. Thank you. Sincerely, Chad Moore Certified Inspector EnvioCore LLC, Environmental Consulting Asbestos Building Inspector Cert. No. 21428 PAGE 7 OF 28 j f V�,1 Table 1: Table of asbestos samples taken during inspection with lab results. ND = Non Detected, (*Could become Friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials WERE NOT found in the samples analyzed by the laboratory. The affected building materials DO NOT need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during any removal of sampled building materials. I /\l.L 6 C1- 28 €4E r JD M—ka F _Lab Results by layer White Texture t 3350 -IDI -01 Kitchen with To NO N/A N/A N/A N/A 200 N/A 3350-ID1-03 Walls Knockdown Texture 3350-ID2-01 Kitchen/Li White Popcorn To ving Room ND N/A N/A N/A N/A 400 N/A 3350-ID2-03 Ceiling Texture Upstairs 3350-ID3-01 Bathroom White Smooth To NO N/A N/A N/A N/A 150 N/A 3350-ID3-03 Walls and Texture Ceiling 3350-ID4-01 To Outside White Texture NO N/A N/A N/A N/A 150 N/A Dumpster 3350-ID4-03 3350-CT1-010 Upstairs To Bedroom Multi Sized NO N/A N/A N/A N/A 150 N/A 3350 -CTI -01 Ceilings Ceiling Panels Attic and 3350 -ISI -01 Upstairs To Bedroom Gray NO N/A N/A N/A N/A 150 N/A Insulation 3350-IS1-01 Walls and Ceiling Attic and 3350-IS2-01 Upstairs To Bedroom Gray NO N/A N/A N/A N/A 150 N/A Insulation 3350-IS2-01 Walls and Ceiling Attic and 3350-IS3-01 Upstairs To Bedroom Gray NO N/A N/A N/A N/A 150 N/A Insulation 3350-IS3-01 Walls and Ceiling 3350-FC1-01 Upstairs Gray Tile with To Bathroom Grout and NO N/A N/A N/A N/A 150 N/A 3350-FC1-01 Floor Leveler 3350-WC1-01 Outside To Dumpster Tile with Mastic NO N/A N/A N/A N/A 150 N/A 3350-W C 1-01 Table 1: Table of asbestos samples taken during inspection with lab results. ND = Non Detected, (*Could become Friable during Renovation / Demolition*) Asbestos Inspection Conclusion Asbestos containing building materials WERE NOT found in the samples analyzed by the laboratory. The affected building materials DO NOT need to be removed by a certified abatement company according to Regulation 8 of CDPHE. Caution should still be taken and OSHA personal protective equipment should be used during any removal of sampled building materials. I /\l.L 6 C1- 28 €4E r representative bulk samples were similar materials, but this does not guarantee that materials of similar appearance are of the same composition. Even similar materials are subject to uneven mixing and distribution, and random sampling can miss ACM. EnvioCore used reasonable diligence and its professional judgment consistent with industry standards in order to identify all suspect ACBM. Bulk samples were analyzed by Certified Asbestos Laboratory. Background The inspector was called to the subject property by Ryan Lablanc, Owner. Mr. Lablanc was concerned about asbestos containing building materials in the affected areas of the building. Per Mr. Lablanc, suspect asbestos containing building materials to be disturbed in the scope of work include: The affected materials sampled: - Drywall - Ceiling Panel - Insulation - Tile - Grout - Leveler - Mastic The affected areas include: Kitchen Living Room Upstairs Bathroom Outside Dumpster Upstairs Bedroom Attic The Certified Inspector and the Client understand and agree that the Limited Asbestos Inspection shall include only the above -referenced potentially affected areas. If the Work Activity later includes other areas or materials that may contain ACBM, the Client understands that the Certified Inspector will only perform a Limited Asbestos Inspection of these areas upon a subsequent engagement. Using methods that are generally accepted in the industry, the Certified Inspector determined that it was necessary to collect 18 bulk samples from the various homogenous areas (see the Asbestos Sampling below for exact areas). All samples were submitted to Certified Asbestos Laboratory. The laboratory results are incorporated into this report. Neither envioCore, LLC nor the Certified Inspector warrants the accuracy of any laboratory results. The Client and any other parties hereby agree that envioCore, LLC and the Certified Inspector shall not be liable in any manner for erroneous laboratory results or other errors with the laboratory testing process. See Data Table (Table 1) Below for Tabulated Results along with Affached Photos (Figure 1, etc.) eyi Core P,',C,E 5 CF 28 VIH�JNMFN IHI INSFF, 1 CINti 13. The term "Certified Asbestos Consultina Firm" shall mean any person licensed with the State of Colorado and the EPA, hired for a fee to conduct any of the folowing activities, as required by Regulation No. 8, Part B, in the State of Colorado: asbetos builidng inspection and bulk sampling; development of asbestos management plans; air monitoring for asbestos fibers; development of asbestos project designs; and , project management, as specified in Section II.J. 14. The term "Certified Asbestos Laboratory" shall mean a laboratory with accreditation from the National Voluntary Laboratory Accreditaion Program (NVLAP) to analyze bulk samples for asbestos using polarized light microscopy (PLM). 15. The terms "Damaged ACM" and "Significantly Damaged ACM" shall mean friable or non -friable ACM that has deteriorated or delaminated to the point that it has lost its bond to the substratre or has otherwise suffered crumbling, blistering, nonadhesiveness, gouging, water staining, or marring. The term "Damaged ACM" applies when 1 /10 of the entire surface has suffer damage (1 /4 if the damage is localized). The terms "Significantly Damaged ACM" shall apply when more than 1 /10 of the surface has suffered damage. 16. The term "Limited Asbestos Inspection" shall mean an abbreviated inspection by the Inspector of the components of the Property that may be subject to Work Activity. The Inspection shall investigate the presence of ACBM and shall comply with all state and federal laws, rules, and regulations. General The Client agrees to read the Limited Inspection Report upon receipt and promptly call the Inspector with questions or concerns. This Limited Inspection Report is not intended to be exhaustive in the manner of inspecting the Property and all of its building materials and components. The Inspector only inspected specific areas that may be subject to Work Activity and that are visually and physically accessible. The Limited Inspection was not a risk assessment or physical inspection of systems, structure, or components of the Property. The use of this Limited Report and its contents, in whole or in part by persons or entities other than the Client is not authorized without the written mutual consent of the Client and envioCore LLC. Asbestos The Limited Inspection Report documents the findings of a Limited Asbestos Inspection at the Property. The Limited Asbestos Inspection intended to locate ACBM in areas that might be the subject of Work Activity. The Certified Inspector performed the Limited Asbestos Inspection in accordance with the current state and federal laws at the time of inspection. Purpose and Scope of In -s auction General The scope of this report included a visual inspection of all affected rooms and/or areas throughout the subject property for visible suspect ACBM and/or Lead Based Paint. This does not include any materials that were covered or hidden by walls, structures, carpeting, wood flooring, multiple layers, wallpaper, texturing, etc. However, the Certified Inspector made every reasonable effort to access and identify all suspect ACM and/or Lead Based Paint. If the scope of work changes, the Client must inform the Certified Inspector to allow the Certified Inspector to supplement the Limited Inspection Report. This Limited Inspection Report is solely a record of activities, observations, analytical results, and recommendations performed to date. Asbestos Bulk asbestos samples were randomly collected from homogenous areas of suspect ACM by the Certified Inspector. If the color, texture, construction, application date, or general appearance differs between materials or if for any reason the Certified Inspector suspects that the materials might differ in any respect, the Certified Inspector will take separate samples from each homogenous area. The Certified Inspector took envi 1 Core PAGE 4 OF 28 ENVIR❑NAFNT,L LIONS Definitions 1. The term "Certified Inspector" shall mean individual who is identified on the first page of this Limited Inspection Report as conducting the Inspection. 2. The term "Client" shall mean the entity that has ordered the Limited Inspection on the Property on behalf of the Client. 3. The term "Limited Inspection Report" shall mean this report, which summarizes the Limited Asbestos Inspection and a Limited Lead -Based Paint Inspection, as applicable to the Property. 4. The term "Owner" shall mean the owner of the Property. 5. The term "Property" shall mean the building(s) or structure(s) at the address listed under Property Information on the first page of this Limited Inspection Report. 6. The terms "Work Activity" shall mean any construction, renovation, remediation, decontamination, cleanup, or other work. Key Terms Asbestos 1. Asbestos is a naturally occuring mineral. Asbestiform varieties include chrysotile, amosite, crocidolite, anthophyllite, tremolite and actinolite. 2. Asbestos abatement is the wrecking or removal of builiding materails that contain friable and non -friable asbestos fibers. 3. Asbestos abatement contractor is any person hired to conduct asbestos abatement. 4. Friable material can be crumbled, pulverized, or rendered to powder by hand pressure when dry. 5. A homoaenous area is an area of surfacing material, thermal system insulation material, or miscellaneous material this is uniform in color, texture, construction, application date, and general appearance. 6. Miscellaneous material is interior building material on structural components, structural members, or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. 7. Non -friable material cannot be crumbled, pulverized, or reduced to powder by hand pressure when dry. 8. Point counting is a secondary analytical technique to verify the presences of asbestos in samples with 10% or lower asbestos. 9. Surfacing material is sprayed, troweled, or otherwise applied on surfaces, such as acoustical plaster on celilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 10. Thermal system insulation (TSI) is material tha tis applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss, heat gain, or water condesation, or for other purposes. 11. The terms "Asbestos Containing Material" or "ACM" shall mean surfacing, thermal system insulation, or miscellaneous materials that contain 1% or more of asbestos. 12. The terms "Asbestos Containina Building Material" or "ACBM" shall mean Asbestos Containnig Materials that has been used for construction or improvement of a building or other structure. env Core PAGE 3 OF 28 [.NVIHUM1.MENIFI +SFt I'UIJS Definitions.................................................................................................................................................... 3 KeyTerms.................................................................................................................................................... 3 LimitedInspection Summary.....................................................................................................................4 General....................................................................................................................................................................... 4 Asbestos...................................................................................................................................................................... 4 Purpose and Scope of Inspection.............................................................................................................4 General....................................................................................................................................................................... 4 Asbestos...................................................................................................................................................................... 4 Background................................................................................................................................................ 5 Sampling.....................................................................................................................................................5 AsbestosResults Reporting........................................................................................................................6 Asbestos Inspection Conclusion............................................................................................................................ 6 Closing......................................................................................................................................................... 7 InspectionPhotos.......................................................................................................................................8 LabResults.................................................................................................................................................24 Inspection Certifications..........................................................................................................................27 �COre FAGS 2 of 28 ENVIFiOnMF_N �Pt ^."-f �:�D,qS Property Information Ryan Lablanc 3350 Pierce St Wheat Ridge, CO Property Type Residential PH 720-413-4090 Prepared By EnvioCore LLC Asbestos Consulting Firm No. 21660 1685 S. Colorado Blvd Denver, CO 80124 303-GoEnvio (463) 6846 www..QoEnvioCore.com infoCaoenviocore.com Conducted By Chad Moore Asbestos Building Inspector Cert. No. 21428 Inspection Information Inspection Date 9/22/2017 Arrival Time 03:00 PM Report Date 9/25/2017 Inspection # 0917-34 Lablanc, Ryan Limited Residential Asbestos Inspection Report 3350 Pierce St Protocols Followed Asbestos AHERA Le r1V)1,7J ore Lab Information ENVIRONMENINSPECTIONS EMSL Analytical 1010 Yuma St., Denver, CO 80204 303-740-5700 Asbestos NVLAP Cert # 200828-0 v re PAGE I OF 28 City of Wheat Ridge Residential Roofing PERMIT - 201704859 PERMIT NO: 201704859 ISSUED: 07/26/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 07/26/2018 JOB DESCRIPTION: Residential Re -roof to install TAMKO HERITAGE asphalt shingles with 24 SQ TEAR OFF 1 OF 1 AND INSTALL 24 SQ. *** CONTACTS *** OWNER (303)884-6338 ALAN FINKEN SUB (303)296-8551 Production 019898 AVI, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,168.00 FEES Total Valuation 0.00 Use Tax 129.53 ` Permit Fee 156.75 ** TOTAL ** 286.28 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201704859 201704859 3350 Pierce ST Residential Re—roof to install TAMKO TEAR OFF 1 OF 1 AND INSTALL 24 SQ. ISSUED: 07/26/2017 EXPIRES: 07/26/2018 HERITAGE asphalt shingles with 24 SQ I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; appicalble building codesand all apicable municipal coespobhe legal owner of the property and am authorzed toobtain thists permit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O R or NTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the 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 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 granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of ici I Date REQUESTS MUST BE MADE BY 11:59PM ANY BUONESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz --/ /% 0 VF`5 �' From: no-reply@ci.wheatridge.co.us Sent: Tuesday, July 18, 2017 3AS PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 3350 Pierce St Alan Finken 303-884-6338 Property Owner Email ajdfinken@gmail.com Address R9 Q% 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 AVI Inc Contractor's License 19898 Number (for the City of Wheat Ridge) No Contractor Phone 303-296-8551 Number Tamko Heritage Contractor Email Address production@aviroofing.com Retype Contractor Email production@aviroofing.com Address Field not completed. DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Tamko Heritage Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 24 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 / 24 / roofing material for this proj ect Provide additional detail Tear off 1 of 1 and install 24sgs Tamko Heritage here on the description of i work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) �(�/figco 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 Cara Meyer Email not displaying correctly? View it in your browser. 3 PROPOSAL AND AGRFEMENT IM L,504tAvewe pertver,Cowm PHONE.303 Z4b 5551 E-mail: ot8tewatttroottog cern A'R�00FIN�# r/11i:3D3 2J6 8557 wwiwavhoo(Fng-<om V*/1 t[adw. AtANFRKW EEL N a0 -i - Ift Perim Phgltet0 EmaU A3DF*1X M&a-un+t-MU saftAd;lress: Q 8-U0 co G. leb Ailittm: 3w PIERCE ST 'W FAM 00 80033. AVI Roolp:g.Hrc..t'Lunt`actol`j��rees.suby*ec[taftiaAddi?ten�l Yvmsai,d[nnd�tionsanUir�svcrsaslOea[ihID'£soposat$�ngce�nertt.ta[w�ds#�agmatetiats,taF+ocaGd equipmenC+reccsstryfar Aewak .wrffivd%. ,w k %Mattbe addimsc gated abe I The Homeowner h1sa 3 day eight of fedsion to cancett?a contract wilhip 72 hours of the date signed on tWs contracL z TtreaPProia�t4aLt:vrorkstartdatcLs ,°1fieJobshotddtattsattotalaf days. x The price an this contract does not indu46 Lead Nfitigatloit_ a Waing will be Insp"W aftearthe rovf Is torn offaqd it oatefial is dete&3W AVI VWN remove and reptace It wkh your approval at 28 addilowlS_perwdeat kw. s TARP LAWNTURMWRE _ - - CONTRACT PRiciNG: RF-ROQF PRICE: $ 9f$Q3 £PRM METAL REPAIR TILE 5" STEEL GUTTERS, $$12 TOTAL CONTRACT PRICE: $ 1x6 ppsnooeytot(ccttdpdwt}nMgjobsiartb+gw186e iieTdLtaacpzrareatcoentuolTtAe�bk atteast9�iGcomAfc=C- [iY�sn[�medebyacdhta+day%snvhiecAmtgetlA7tap�rl�c. V Iz J7 Lttnamer3�7iittc*x -Gail.. BYt`�.t`8th'sx�eCplMtlnnexes�a-s6Vnd¢rs�4M1tfTesmsx�aisi�a'D�t4rHwtflopcsatb M'eC4i^i-. JEHFtKKttifSe= a ftft7 �3 Occupancy/Type INSPECTION E C O R D SPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection 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 Initials Comments Electrical Wall Sheathing 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 3 Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof $ Final Window/Doors Final Building 11 - -�— 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 City of Wheat Ridge Residential Roofing PERMIT - 201704859 PERMIT NO: 201704859 ISSUED: 07/26/2017 JOB ADDRESS: 3350 Pierce ST EXPIRES: 07/26/2018 JOB DESCRIPTION: Residential Re -roof to install TAMKO HERITAGE asphalt shingles with 24 SQ TEAR OFF 1 OF 1 AND INSTALL 24 SQ. *** CONTACTS *** OWNER (303)884-6338 ALAN FINKEN SUB (303)296-8551 Production 019898 AVI, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,168.00 FEES Total Valuation 0.00 Use Tax 129.53 Permit Fee 156.75 ** TOTAL ** 286.28 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 3-�R orzt/ Sl--, BURGESS CONSTRUCTION CONSULTANTS, INC. :..Ooqc q/ Q Q AVI Roofing Roof Final Inspection Report - 8/31/2017 Inspection Details: Status: Passed Address: 3350 Pierce St Community: Denver - Denver City: Denver Builder: Cara Meyer Builder Present: Yes Notes: 8/31/17- IMG_20170831_080757.WQ Defect Summary: 0 Items Roofing [e7 Repaired Items: 495 Fasteners present, sealed PO #: COD Job #: Plan #: Inspection #: 1 Consultant: John Owen 303-515-0622 Attachments: For this Location: None For this Inspection: None If applicable, attachments related to specific defect items are included in the corresponding defect line items below. Multiople shiners on roof ©2017 Burgess Construction Consultants, Inc. Page 1 Invoice #1871426 - John Owen —q ��v l "I ROOFING BURGESS J CONSTRUCTION CONSULTANTS, INC. Roof Final `�x6_z°,5 Inspection Report -8/31/2017 OF EXCELLENCE ADDRESS: 3350 Pierce St DATE: 8/31/2017 CITY: Denver PO #: COD COMMUNITY: Denver - Denver JOB #: BUILDER: Cara Meyer, Present PLAN #: CONSULTANT. John Owen 303-515-0622 INSPECTION #: 1 STATUS: Passed ITEMS NOT COMPLETED: 0 DEFECT SUMMARY: ROOFING 0 Inspection Notes: 1 8/31/17 - Not Completed Items: Repaired Items: 495 Fasteners present, sealed Multiople shiners on roof ©2017 Burgess Construction Consultants, Inc. Page 1 Invoice #1871426 - John Owen 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /" �_ Job Address: 33 SC ,P;ct(-t S k Permit Number: *)o-J�5'S ❑ No one available for inspection: Time Re -Inspection required Yes No When corrections have been m e, call for re -inspection at 303-234-5933 J / 1 Date:- sp�tor: i.� d ? r` DO NOT REMOVE THIS NOTICE DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29tn AVENUE BUILDING INSPECTION DIVISION PERMIT N0. M92#18394 237-6944 ExT. 255 P.O. Box sae CITY OF WHEAT RIDGE, COLO. 7Mi5 PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUIl01NG INSPECTOR AND RECEIPTED BEl'JW. APPLICATION FOR MISCELLANEOUS P RMIT JOB ADDRESS -~~OWNER ~ CONTRACTOR - ' - ADDRESST~ 0 ADDRESS ~ l~~_r I PHONE - _ZIPCODEX'0/~~~ CITY /2~ZIP CODE , 92~ CONTRACT PRICE $ ~tg PHONE 1-4 - z LICENSE NO I•G 1. TYPE GiounA ❑ Woll❑ Proiectin0❑ OMa 5 a D Feee 2. MATERIAL Totol Squan Feae SIGNS 3. ILLUMINATION Yss❑ No❑ Typs Eleet. Permit No. . 4 SET BACK FROM PROPERTY LINE N (Speeity which is fronl ~ _ ❑ S_ E ❑ _ W ❑ ❑ Zone_ Apprwad,Zrna inspeetor DiwpDrwaC I, TYPE Solid❑ Mon Than 80% ODanC3 1ess Thon 80 % Open MATERIAL Hei hf FENCES 3. SET BACK FROM PROPERTY LINE N (SpsCify whith ie }ront) _ ❑ S_ E ❑ _ W ❑ ❑ p Zone_ AppaW,Zons Impseta Disapproved I. OT E Z H R a. DRAW SKETCH OR SHOW BEIOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GNIIrG DISTANCES FRqA PROPERTY LINES. (SETBACKS OR PROJECTpNSINClUDEO) ~ SPECIFY NORTH FRONT STREET NAME SHOW DISTANCES FROM THE M41N BUILDING TUAW0INING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR lATS, SHOW LEAST DISTANCE TO PROPERTV LINES, NOT MA%IMUM OR qVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS NPPLICATION WILI BECOME A PERMIT TO PERFORM THE INDICATED WORK pJLY UPON VALIDATION BY THE BUILDING INSPECTION DINSION. PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F WORK IS NOT STARTED WITHW THAT TIfAE ELECTRICAL PERMIT STATE LICENSE N0. ALUMRJUMWIREUNDERSIZE8ILLEGAL PLUMBING PERMIT STATE LICENSE N0. FLOOR BSM IST 2ND 3RD 4TH MECHANICAL PERMIT N0. FUEUCirtlsOnaGoidlPlopdr ElseSolar Np. WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIH CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER MEATER Refri arant Group UTILITY(RANGE,DISPOSER,ETC.) AUTO.WASHER Pounds Char • FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS d CONTROLS F100R DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIER$ SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES ocknowledqe thot thia applico- I heraD PERMIT FEE y tion ia correct and underatond thaf I USE TAX G-d li- til inia a t t thi pp un s projec eonnof slor eotion it approved. I sholl eomply with TOTAL FEE d t o ihe laws of Ihe Stote ot Colorado on the Zoninq Requlotiona and BuildinQ An t Rid e f Wh Cit f APPR ED ra~ ' ~ y Q . ea y o the Code o violation of the above terma wiu couse CHIEF BUILDII~ INSPECTOR, ity of Wheat Ridge immediote rovocation of thie permit G Datelssued OOlieanb 9i0naWn T VALID UNLESS RECEIPTED Fj-~7--y a CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS