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Home My WebLink About12376 W. 34th PlaceCity of Wheat Ridge Residential Mechanic PERMIT - 201801982 PERMIT NO: 201801982 ISSUED: 07/11/2018 JOB ADDRESS: 12376 W 34th PL EXPIRES: 07/11/2019 JOB DESCRIPTION: Install a breezair EXV 275 with roof kit and ducting for 6 vents *** CONTACTS *** OWNER (303)522-2312 JACOBSON FRANK SUB (303)422-5308 Steve Brandt 021365 The Cooler Company *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,300.00 FEES Total Valuation 0.00 Use Tax 90.30 Permit Fee 125.05 ** TOTAL ** 215.35 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document andlor 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, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a pet shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod r ny �rdmanc r regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. lvy OT i Af,ta-, tlagp LH Ju1.11.2018 12:50 AM COOLER COMPANY 3032711860 P 1/ 3 41.►V City or +! A� Wheat idgc COMMUNITY DEVELOPMENT Building 6 Inspection Services Dlvlslon 7500 W. 291" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Une: 303-234-5933 Email: i)ermits(a)-ci.wheatrid-ge.co.us j FOR OFFICE USE ONLY Date: 7 I / ) 1 / T .,,,_ Plan/Permlr is X19 1 %/ Plan Review Fee: Building Permit Application Please complete all highlighted areas on both sides of this; form. Incomplete appilcatlons may not be processed. ""** Property Address: 1231 � w 3w pl Property. Owner (please print): Fra n Ki Toy it ba n Phone: 5b3-6271-2,312- Property a3"5 ZZ-231ZProperty Owner Email: Tenant (Commercial Projects Oniy) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch ltect/Englneer E-mail: Phon®: n City of. Wheat. Ridge License .#: 2 (01H 1-0 0( Phone: L3 D 3 -qZ2 - 5 3a % Contractor E -mall Address; C/0Q177(,0'& 1161 • tVffl For Plan Review Questions &.Comments (please print): CONTACT NAME, (please prlpt):.' hiz/vn AI Wn Phon®: 363"4a-p"6aO 'CONTACT EIIAAIL(please print): o (di �C d I aj � • -.o r✓� ,Sub Contractors (Must. provide Wheat Ridge License No.): Electrical: Plumbing: Mechanlcal: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Ju1.11.2018 12:50 AM COOLER COMPANY 3032711860 P 2/ 3 ❑ COMMERCIAL ESIDENTIAL DeSdin� current ue of tsquare footage, 'existing proposed usesr s ription of work to be performed,, ting condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc, t nsfi�Ll �rccmi Exv 2-1,5 w 'Ifih roof Nt-o net AUChao f r U VCAV Commercial Projeets Only: Occupancy Type: Construction Type: Sq. FULF Amps BTUs Gallons Squares Project Value:, (Contract value or the cost of all materials and labor included in the entire project) �XVRVIIM OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify th(a clic setback distances proposed by this permit application are accurate and du nut viulatc applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, oasaments or restrictions of record; that all measurements shown and allegations made are uccuratc; 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 'Cur work undur any penuit issued based on this application; that I nin the legal owner or have bcui authorized by the legal owner of the property to perform the described work and am also aathorizcd by the legal owner of any entity included on this application to list that entity on this appliention, 1, the applicant ror this building permit application, warrant the truthfulness of the information provided on the application, CrRCLE ONE., (OWNER) (CO R CTOR) a AU' . 177;0 MPNESENTAT/ ) of (OWNER) (CONTRACTOR) i n u (first and last tame): 67,11 vl g Printed Namo: INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection 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 MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: �� 01� ADDRESS: 1a3 1b PJ,/ JOB CODE: 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 lg 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 lg 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 PERMIT:��SOY� ADDRESS No(q w., FLi JOB CODE: _J�� Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous 11 T- Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 11 T- 410 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 Building Inspection Division (303) 234 -5933 -Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L) 09 r - t2 :,=z Job Address: Q 27 Permit Number: 1 ►/ ❑ No one available for inspection: Time `i; PM Re -Inspection required: Yes N When corrections have been made, cat re -inspection at 303-234-5933 Date:_ f ! s I) Inspector: c 4., DO NOT REMOVE THIS NOTICE e City of Wheat Ridge Residential Roofing PERMIT - 201800349 PERMIT NO: 201800349 ISSUED: 02/05/2018 JOB ADDRESS: 12376 W 34th PL EXPIRES: 02/05/2019 JOB DESCRIPTION: Reroof house, garage and porch with Malarkey Vista dimensional asphalt shingles IR 3 rating, 4/12 pitch on house, 2/12 pitch on porch; 36 squares total *** CONTACTS *** OWNER (720)397-0983 HANSEL GRANT SUB (720)432-6770 David Earl & Stuart Allen 022298 J.A. Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,252.00 FEES Total Valuation 0.00 Use Tax 194.29 Permit Fee 204.30 ** TOTAL ** 398.59 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. I by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am C 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 perform d,#nd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 2-1 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or 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 16f Chief Building4Offi'cia'l 'U"--- Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Roofing PERMIT - 201800349 PERMIT NO: 201800349 ISSUED: 02/05/2018 JOB ADDRESS: 12376 W 34th PL EXPIRES: 02/05/2019 JOB DESCRIPTION: Reroof house, garage and porch with Malarkey Vista dimensional asphalt shingles IR 3 rating, 4/12 pitch on house, 2/12 pitch on porch; 36 squares total I by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am C 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 perform d,#nd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 2-1 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or 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 16f Chief Building4Offi'cia'l 'U"--- Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberlv Cook A)i�W3� From: no-reply@ci.wheatridge.co.us Sent: Friday, February 2, 2018 1:38 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application 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 (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 12376 w 34th place JDI Homes Inc 303-437-7292 ssjones8@gmail.com G Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Scan.pdf Contract CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) JA Roofing 022298 303-378-7959 10726 W. Berry Dr Littleton CO 80127 Contractor Email Address j.a.roofinginc@live.com Retype Contractor Email j.a.roofinginc@live.com Address DESCRIPTION OF WORK TOTAL SQUARES of 36 sq the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or both? (check all that apply) m Pitched roof (2:12 pitch or greater) 2 What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 4/12 on the house roof and 2/12 on the porch 36 malarkey vista dimensional shingles IR 3 rating Asphalt house/garage/porch SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application Yes Yes Yes Yes 3 and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Jeff Aguon Email not displaying correctly? View it in your browser. )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: Job Address: Permit Number: C ❑ No one available for inspection: Time j, /U (?UM Re -Inspection required: Yes No ��1 When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspect r: - DO NOT REMOVE THIS NOTICE Occupancype IN0;9�PT'10N D RECOR 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 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 Wall Sheathing Concrete Encased Ground (CEG) Foundation / P.E. Letter Mid -Roof uo Not Four Concrete Prior To Approval Of The Ahnvp Incnpr_finnc Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing uo Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Ins ections 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 l Final Plumbing ' Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. VI -VV VWI.ayC VVI IIIIIA — crease ue sure Inas rougn 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 Electric PERMIT - 201706561 PERMIT NO: 201706561 ISSUED: 08/24/2017 JOB ADDRESS: 12376 W 34th PL EXPIRES: 08/24/2018 JOB DESCRIPTION: residential electric upgrade from 100 amp to 200 amp overhead *** CONTACTS *** OWNER (303)437-7292 GARRETT JONES SUB (720)620-7041 Lou Santanostasi 021892 Platinum Electric Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,600.00 FEES Total Valuation 0.00 Use Tax 33.60 Permit Fee 63.90 ** TOTAL ** 97.50 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to ne irioualled in every :iiCt: iii^y room'., in 1-allv,;ays .,,:ts-_J c a- =y,7 _ , L=q, anu vn PV-,, level of the structure.Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection.Mus*_ 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 specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized bythe legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of' the Chief Building Official and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or 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 Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection 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 itis�pection bef [e IV�IDNIGHT (11:59�PN�1-},�� i an inspe��iojt�� owing busines �a�y�,� PERMIT: / ADDRESS: ol/ G� 1 �1�/{ r� B ODE: ;W:'IAA V Foundation Inspections Date Inspector Initials ' Q 102 Caissons / Piers 103 Footing / P.E. Letter /d!; i- eke 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground I 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 PERMIT:% S �l ADDRESS: %,-;�3/( k) 3V-i� JOB CODE: /ZOJ/AJ Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 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. DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.NEW EGRESS WINDOW AT DATE: 10/17/2017 JOB#: 2017-3828 REVISION DATE: PAGE OF UNIT D-203 12376 W. 34TH PLACE DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER: JONES ---- SK -2 2 BY: CHECKED BY: WWW.DLENGINEER.COM MW GT (E) SILL PLATE C� Z z w Mn L (N) EGRESS WINDOW (N) AREAWAY WELL 36" WIDE MIN. IF DEEPER THAN 44" PROVIDE LADDER 3' MIN Ili=—1 l l_ (E) EXTERIOR GRADE � z EGRESS WINDOW SECTION NOTE: WINDOW WILL HAVE MIN 5.7SQ. FT. OPENABLE AREA, WITH A CLEAR HORIZONTAL WIDTH OF 20" AND 41" VERTICAL. of 2' Z M (E) CONCRETE WALL 1 UkDL Engineering Inc. Structural / Civil Engineering 2750 South Wadsworth Blvd D-203 Denver, CO 80227 720-440-9450 www.diengineer.com 10/17/2017 Garrett Jones JDI LLC. RE: 12376 W. 34`h Place Wheat Ridge, CO 80033 Modified Window Opening Per your request, a site visit was performed October 17, 2017 at the above address to observe the existing foundation and structural components with respect to modification of a basement window. The residence is a single story wood framed structure with a brick veneer and an unfinished basement. For the purpose of this report, the residence faces north. It is our understanding the existing window opening on the west wall of the basement approximately 6'- 3" from the south wall is to be modified to accommodate an emergency egress from the basement in accordance with the City of Wheat Ridge Building Department requirements. The existing opening is to be extended from the bottom of the existing steel sill to a sill height on the order of 40 inches. The width of the opening will not be altered. It is our opinion that the foundation wall is considered adequate to support the following required structural loads after the window is modified: Design criteria: 2012 IRC 2012 IBC City of Wheat Ridge Amendments Roof LL: 20psf Roof DL: 10psf Roof Snow Load: 30psf Wind Load: 105 MPH, 3 -sec gust Exposure C Seismic Category: B There are signs of lateral movement in the foundation. Monitor the walls for additional lateral movement, future wall anchors may be required. It is recommended that the wall that is adjacent to the new window is backfilled in thin lifts and compacted to minimize backfill settlement. The ground surface should be sloped to direct surface water away from the windows and foundation. The recommendations in this report are based on observed conditions. DL Engineering Inc. does not accept any liability for unknown defects in the design or construction or the original structure at this site. DL Engineering Inc. Structural / Civil Engineering In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, EIT Under the direct supervision of, Garrett Townsend, PE Job # 2017-3828 Attached: SK -1 Egress Window Elevation SK -2 Egress Window Section F9 DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.NEW EGRESS WINDOW AT DATE: 10/17/2017 JOB#: 2017-3828 REVISION DATE: PAGE OF UNIT D-203 12376 W. 34TH PLACE DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER: JONES ---- SK -1 2 BY: CHECKED BY: WWW.DLENGINEER.COM MW GT EGRESS WINDOW ELEVATION 1 /2" =1'-0" (E) SILL PLATE (E) STEEL WINDOW FRAME DO NOT CUT HEADER AND MINIMIZE CUT TO VERTICAL MEMBERS E) EXTERIOR 'RADE DEMO CONCRETE MINIMIZE OVERCUT (E) CONCRETE WALL 'OP OF ;LAB 4" SLAB 1 GL ENGINEERING. INC 1750 Sf iB.SV�If 9 ?C7 11197[8 fOBM 720-4414450 1/15/2018 Complete Basement Systems 11795 East 45`h Ave. Denver, CO 80239 RE: Job Number 2017-3828 Site Observation Visit (Jones) 12376 W. 34`h Place Wheat Ridge, CO 80033 DL Engineering Inc. reviewed the progress of construction for the subject project on January 12, 2018. The following is a summary of the observations made: New Observations: Reviewed the wall anchors. There were 10 wall anchors installed in the south wall spaced at approximately 6'-6" o.c. The interior and exterior steel plates were observed. o The wall anchor spacing was observed and appears to be in conformance with the construction documents. o The exterior plates were located a minimum of 12' from the house. The top of the plates were a minimum of 3' below existing grade. o The wall anchors appear to be installed in conformance with the structural mitigation plan. Site grading around the perimeter of the house did not appear to be modified. Vegetation around the perimeter of the house did not appear to be modified. Volatile Soils: The moisture around the foundation elements must be controlled for the useful life of the building. Time has shown that Colorado soils can be unstable and structures can experience damaging movements due to expanding and shrinking soils, primarily when moisture changes occur. Maintaining consistent soil moisture contents around all foundation elements is crucial to minimizing foundation movements. Even with properly engineered/constructed foundation systems these volatile soils can still exert excessive pressures causing damage in the residence. If the Owner would like further insight about the on-site soil conditions and preventative measures, a Geotechnical Engineer should be consulted. Geotechnical Consideration: It is possible that the wall anchors may consolidate the soil behind the foundation wall. Because of this, periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. It is recommended that a baseline survey be conducted immediately. The Owner should report all findings and reports to the Structural Engineer. If horizontal movement of the foundation walls or wall anchors is discovered, the anchors should be re -tensioned. A Geotechnical Engineer should be present for the re-torqueing of the wall anchors. ❑L ENGINEERING. INC. i �� Disclaimer: In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.c Sincerely, Matt Weber, PE Under the direct supervision of, Garrett Townsend, PE --- 2 i?Qs ",� Z 10/17/2017 Garrett Jones JDI LLC. RE: 12376 W.34 1h Place Wheat Ridge, CO 80033 Modified Window Opening Per your request, a site visit was performed October 17, 2017 at the above address to observe the existing foundation and structural components with respect to modification of a basement window. The residence is a single story wood framed structure with a brick veneer and an unfinished basement. For the purpose of this report, the residence faces north. It is our understanding the existing window opening on the west wall of the basement approximately 6'- 3" from the south wall is to be modified to accommodate an emergency egress from the basement in accordance with the City of Wheat Ridge Building Department requirements. The existing opening is to be extended from the bottom of the existing steel sill to a sill height on the order of 40 inches. The width of the opening will not be altered. It is our opinion that the foundation wall is considered adequate to support the following required structural loads after the window is modified: Design criteria: 2012 IRC 2012 IBC City of Wheat Ridge Amendments Roof LL: 20psf Roof DL: 10psf Roof Snow Load: 30psf Wind Load: 105 MPH, 3 -sec gust Exposure C Seismic Category: B There are signs of lateral movement in the foundation. Monitor the walls for additional lateral movement, future wall anchors may be required. It is recommended that the wall that is adjacent to the new window is backfilled in thin lifts and compacted to minimize backfill settlement. The ground surface should be sloped to direct surface water away from the windows and foundation. The recommendations in this report are based on observed conditions. DL Engineering Inc. does not accept any liability for unknown defects in the design or construction or the original structure at this site. DL Engineering Inc. Structural / Civil Engineering 2750 South Wadsworth Blvd D-203 Denver, CO 80227 720-440-9450 www.diengineer.com 10/17/2017 Garrett Jones JDI LLC. RE: 12376 W.34 1h Place Wheat Ridge, CO 80033 Modified Window Opening Per your request, a site visit was performed October 17, 2017 at the above address to observe the existing foundation and structural components with respect to modification of a basement window. The residence is a single story wood framed structure with a brick veneer and an unfinished basement. For the purpose of this report, the residence faces north. It is our understanding the existing window opening on the west wall of the basement approximately 6'- 3" from the south wall is to be modified to accommodate an emergency egress from the basement in accordance with the City of Wheat Ridge Building Department requirements. The existing opening is to be extended from the bottom of the existing steel sill to a sill height on the order of 40 inches. The width of the opening will not be altered. It is our opinion that the foundation wall is considered adequate to support the following required structural loads after the window is modified: Design criteria: 2012 IRC 2012 IBC City of Wheat Ridge Amendments Roof LL: 20psf Roof DL: 10psf Roof Snow Load: 30psf Wind Load: 105 MPH, 3 -sec gust Exposure C Seismic Category: B There are signs of lateral movement in the foundation. Monitor the walls for additional lateral movement, future wall anchors may be required. It is recommended that the wall that is adjacent to the new window is backfilled in thin lifts and compacted to minimize backfill settlement. The ground surface should be sloped to direct surface water away from the windows and foundation. The recommendations in this report are based on observed conditions. DL Engineering Inc. does not accept any liability for unknown defects in the design or construction or the original structure at this site. DL Engineering Inc. Structural / Civil Engineering In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, EIT Under the direct supervision of, Garrett Townsend, PE Job # 2017-3828 Attached: SK -1 Egress Window Elevation SK -2 Egress Window Section DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.NEW EGRESS WINDOW AT DATE: 10/17/2017 JOB#: 2017-3828 REVISION DATE: PAGE OF 1 UNIT D-203 12376 W. 34TH PLACE DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER: JONES -- SK -1 2 BY: CHECKED BY: WWW.DLENGINEER.COM I I MW GT EGRESS WINDOW ELEVATION 1 /2" =V -Q" (E) SILL PLATE (E) STEEL WINDOW FRAME DO NOT CUT HEADER AND MINIMIZE CUT TO VERTICAL MEMBERS E) EXTERIOR 3RADE DEMO CONCRETE MINIMIZE OVERCUT (E) CONCRETE WALL 'OP OF ,LAB 4" SLAB I DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.NEW EGRESS WINDOW AT DATE: 10/17/2017 JOB#: 2017-3828 REVISION DATE: PAGE OF 1 UNIT D-203 12376 W. 34TH PLACE DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER-. JONES --- SK -2 2 BY: CHECKED BY: WWW.DLENGINEER.COM I I MW GT (E) SILL PLATE Him (N) EGRESS WINDOW (N) AREAWAY WELL 36" WIDE MIN. IF DEEPER THAN 44" PROVIDE LADDER 3' MIN i (E) EXTERIOR GRADE � z EGRESS WINDOW SECTION 1/2" = 1'-0" NOTE: WINDOW WILL HAVE MIN 5.7SQ. FT. OPENABLE AREA, WITH A CLEAR HORIZONTAL WIDTH OF 20" AND 41" VERTICAL. 0' 2' Z g co M (E) CONCRETE WALL I 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: i 3 P E_ i-'Zoe Job Address: Permit Number: �� I ❑ No one available for inspection: Time I) a/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:) Inspe ort, DO NOT REMOVE THIS NOTICg 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: H I 'D W ' ""o �'---) Job Address: 0- 3'-) G w� LA h, P Permit Number: c -D 0) 47 (0 q H 9 y ❑ No one available for inspection: Time / : � I/PM Re -Inspection required: Yes No When corrections have been made, call re -inspection at 303-234-5933 Date: ► Inspect y DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Basement Finish PERMIT - 201800121 201800121 ISSUED: 01/11/2018 12376 W 34th PL EXPIRES: 01/11/2019 Foundation Stabilization - wall anchors *** CONTACTS *** OWNER (303)437-7292 JONES GARRETT GC (303)805-8751 Rodney Martin *** PARCEL INFO ZONE CODE: SUBDIVISION CODE: *** *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** 060125 Complete Basement Systems UA / Unassigned USE: UA / Unassigned 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / ESTIMATED PROJECT VALUATION: FEES 0.00 112.19 157.50 172.60 442.29 7,500.00 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Engineer's wet -signed and stamped observation letter required for final. 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 Ian le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pei Tied is disclosed in this document and/or i�s' accompanying approved plans and specifications. l�J Signature ofVWNER or CONTRAic'>:iM (Circle one) Date I 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, poli -cies 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�ppermit 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 ho der 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 Wheat Rj,dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: I�11 Plan/Permit # �l\!✓ �� I �, I Plan Review Fee: M ", Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 12376 W 34th PI Property Owner (please print): Garrett Jones Phone: 303-437-7292 Property Owner Email:_ garrett(a_jdipro. com Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: DL Engineering Arch itect/E ng 1 neer E-mail: gtownsend(a_dlengineer.com Phone Contractor: Rod Martin's Complete Basement Systems Contractors City License #: 60125 720-440-9450 Phone: 303-805-8751 Contractor E-mail Address: kayla.montez(a),completebasementsystems.net For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Kayla Montez Phone: 303-805-8751 CONTACT EMAI L(p/ease print): kayla.montez(a)-completebasementsystems.net Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 2 RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT +BOTHER (Describe) Foundation Stabilization (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.) 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) $ 7,500 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): iVu&.A/W4 DATE: 01/10/2018 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: ►ll�l� Building Division Valuation: $ 1/9/2018 RE: Job# 2017-3828 12376 W. 34th Place Wheat Ridge, CO 80033 OL ENGINEERING. INC 2150S W40SWORINOENO.SOtl( 0-253 OEM ?. [500227 720-440-5455 As requested, a site visit and observation was performed at the property located at the address above on January 9, 2018 at approximately 9:00 a.m by Matt Weber, PE. The purpose for the site visit and observation was to review the structure for movement of the foundation. The subject property is a single family home with a finished basement located in an established neighborhood. The house is assumed to be built in 1962 (based on an online search of the Jefferson County Assessors records). The foundation is constructed of concrete and is assumed to be on spread footings. The house appears to be constructed of wood with an exterior brick veneer. The observation was visual and limited to the exterior and the interior of the home. No observation was performed on the roof structure. In addition, there were no structural or architectural plans available for review at the time of observation. For purposes of this report we assume that the home faces north. Observations • Horizontal and diagonal cracks in south basement foundation wall. • Vertical cracks in exterior concrete foundation stem wall. • Brick veneer overhangs stem wall approximately 1 %' on the south wall. • Inadequate gutter downspout extensions. • Crack in drywall above door in garage. • Stepping cracks in exterior brick veneer above door in garage. • Separation of exterior brick veneer of garage and house. Recommendations The cracks observed in the walls were likely caused by lateral and vertical movement of the foundation. These movements are most likely caused by contraction and expansion of the soil due to changing moisture content. The solution is to drain water away from the house and prevent it from infiltrating the soil next to the foundation. The following is a list of recommended repairs that should be made to stabilize the foundation: • Install approximately (10) wall anchors along thq-t64th basen-W-R `fHoundation wall to mitigate lateral movement. Wh6k • Install adequate gutter downspout extensions.'14R:Om>o� • Monitor the garage for additional settlement. Future hA.,",,p'1f3Mbe required to mitigate further vertical movement. ftWotMed for Code Comolian • Patch and monitor cracks in concrete foundation w—aIT-5n-a1 P v�rre'2r! fftrp movement is observed, contact DL Engineering Inc. for ficolete assessment. • With any foundation movement, the only way o s estability "s fully underpin the entire foundation. This observa areas d a ear to be actively moving. vE r.mMee �u --..:•`$ �,�%�; tie nwoncr oJo a+mu o: avao.vs' 01 plonc s!>K+Rco4lans City of `a� "~00A'",eaan¢rbeave+ma/a wo�ooafo„,rM.m+rot+w�ro 1 wK��Sses •/� bWJ�g code a Mont City «dboren,. Arrmip wheat J3i� eeve,<«*me W" of ineotisftmo be vow 9e � -� �`5 WET wilding Divi'111san ��t1i1n1 I��.��- /�r� OL ENGINEERING. INC. 21585 WAOSWDi1H8W6.S61lE6.263 OFNVF& co 807 720-440-8458 General Information: Site Drainage The moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. The site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales, and surface/subsurface drainage systems are strongly recommended. Extensions should be attached to properly functioning downspouts and roof drains such that they discharge a minimum of 10 feet away from the structure. General Information: Site Vegetation The vegetation around the perimeter of the structure can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs, and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Figure 1: Diagonal crack in south basement foundation wall City of "Oat Ridge OL ENGINEERING. INC. r,.._ ,E LLrl - P _ =e.i Q!—L 2150S WADSWORTH RIV91111118-293 BEAVER co 88227 728-440-9458 GLr-�t 4N Ei2�1 Figure 2: Horizontal crack in south basement foundation wall Figure 3: Brick veneer overhangs stem wall by approximately 1 ':" at center of south wall City of Wheat Ridge 1 3 uilding Diaison "0 -7 ww= 4&;Pb OL ENGINEERING. INC. 2750S WADSWORTROD SMI t 203 DEAVEP, 00 88227 720-41-9459 Figure 4: Vertical crack in exterior foundation stem wall IL I Figure 5: Inadequate gutter downspout extension City of Wheat Ridge uilding OL ENGINEERING, INC. 1TFiu — _ r L P-= FMV3 Uwr,L r r .Er EIC Erarl•'Fr-- 2750S cr--21505 WADSWORTHOLVD,S8i1F 0-203 014VFR. U80227 720.440-9450 Figure 6: Crack in drywall at garage door Figure 7: Stepping crack in brick veneer at garage door City of Wheat Ridge wilding Qiviso DL ENGINEERING. INC. =RUC -JRA: ENZW4EEP—Ci ?P.O�_'�-., �tiJ`�1L F'f_RErr54-cNCIv�EFe',+� 2750 $. WA0MTH 8LVD S$llE 0 203 0E40. Cl $0227 720-443-DOI c ,,1 11EEF-.- Figure 8: Stepping crack in brick veneer at garage door Figure 9: Separation of garage and house veneer City of Wheat Ridge uilding Diviso ;mm"P-m CIL ENGINEERING. INC. ':T"UCTDR-- CNZtjFEPING . 2150S whos"TH BLVD SWIE 8213 OINVIR. 388227 729-440-5450 Figure 10: Back of house Figure 11: Back of house City of Wheat Ridge ) 7 uilding � DL ENGINEERING. INC. `=TRIJCTJF..'.r .N tl+J[F_RI'JG PRIG �P.;1�•JlL i'6AE'ac:0.= CNCL'JECA.t,„:.. 2750S wAoswORtN ALv65611E 0-267 0111M. c660227 72x440-6450 Figure 12: Front of house In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, PE Under the direct supervision of, Garrett Townsend, PE ,ity of Wheat Ridge g Building Divison DL ENGINEERING INC. 2750 S. WADSWORTH BLVD. FOUNDATION STABILIZATION AT DATE: 1-9-2018 JOB#: 2017-3828 REVISION DATE: PAGE OF 1 UNIT 0-203 12376 W. 34TH PLACE DENVER, CO 80227 WHEAT RIDGE, CO 80033 S1.1 5 BY: CHECKED BY 720-440-9450 OWNER: JONES WWW.DLENGINEER.COM MW GT INDEX: S1-1 GENERAL NOTES S1-2 GENERAL NOTES S1-3 GENERAL NOTES/ LEGEND S2-1 FOUNDATION PLAN S3-1 TYP. WALL ANCHOR DETAIL BUILDER INFORMATION: Complete Basement Systems of CO 11795 East 45th Ave Denver, CO 80239 1-303-219-7646 General Notes: 1. Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without written approval of the registered design professional in reasonable charge. 2. The contractor is responsible for the methods, means and sequence of all structural erection except when specifically noted otherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members are placed and all final connections are completed. 3. The contractor agrees that, in accordance with generally accepted construction practices, the contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property. This requirement shall be made to apply continuously and not be limited to normal working hours. The contractor further agrees to defend, indemnify and hold owner and engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, exempting liability arising from the sole negligence of engineer. 4. All existing sizes, dimensions and foundation damage shall be field verified by the contractor and owner prior to construction. Discrepancies with the construction documents shall be reported to the structural engineer for additional recommendations (if any). 5. Per the owner's request, the contractor shall stabilize the structure only. No attempt shall be made to lift or plumb the foundation wall without approval for the owner and structural engineer. Field Verification: 1. Contractor and Owner shall thoroughly inspect and survey existing structure to verify dimensions, elevations, framing, etc. which affect the work shown on the drawings. 2. Report any variation or discrepancies to the structural engineer before work proceeding. Foundation Design: 1. Soil conditions and types shall be verified by a Geotechnical Engineer during excavation. 2. Follow all recommendations of the Geotechnical Engineer for foundation elements. 3. All helical piles, push piers, helical anchor tiebacks, wall anchor tiebacks and connection hardware shall be designed and installed by supplier, such that they provide the minimum allowable capacities as indicated on the drawings. All capacities shown on the drawings are unfactored service loads and have not been reduced for live load reductions. 4. All steel for helical piles, push piers, helical anchors tiebacks, wall anchor tiebacks and connection hardware s_haJI be hot dip galvanized. 5. Design of indi\4 �{%i�h3f o ti s based on a maximum allowable bearing pressure of 2000 lbs. per square foot (dead load plus f e I� undisturbed soil, or compacted structural fill below frost depth. Design Building Criteria: Sp 1Qgyw y g 1. Buildin code: 2012 1B 1 wl Cit of Wheat Ridge Amendments 2. Dead loads ,Revie„�edfor Cod! COM111409S 2.1. Roof 12psf 2.2. Floor 10psf 2.3. Walls ,� l psf .i Date 3. Live loads 3.1. Residential 3.2. Roof 20psf ' '. .r isswrlce oJa pem,R a oppoval of pions svedlaorions 4. Snow loads 1Weravt"ahcaonovwoIQIof, a Wobtionto 4.1. Roof snow load 30 psf the tsrwldnpcc* a,ofa owwdiw-m.A,—itsCHt of5. Wind loads O toviobreol`°n nowo"iskmq/ow#Lwav y es of the City "FW be VOW. 5.1 Exposure Category C Wheat R;,Iq'-i 5.2 105 mph 3 -sec gust1CP i+3•bll � Building Divi DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.1-9-2018 FOUNDATION STABILIZATION AT DATE: JOB#: 2017-3828 REVISION DATE: PAGE OF UNIT 0-203 12376 W. 34TH PLACE DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER: JONES -- S1-2 5 BY: CHECKED BY: WWW.DLENGINEER.COM MW GT Cast -in -Place Concrete 1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" (ACI 318-05/318R-05) All structural concrete shall have a minimum 28 -day compressive strength as follows: 1.1 Footings:3,000psi 1.2 Slab on Grade: 3,500psi 1.3 Foundation walls: 3,000psi 2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall use Type 2 cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with the ACI manual of Concrete Practice. 3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in the ACI manual of Concrete practice. Reinforcing Steel: 1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. 2. Reinforcing bars shall conform to ASTM A615-79 and shall be grade 60. 3. Except as noted on the drawings, minimum concrete protection for reinforcing shall be in accordance with ACI 318-05/318R-05. 4. No. 5 or larger reinforcing bars shall not be re-bent. 5. Welding of rebar is not permitted unless procedure is approved by the Structural Engineer. Structural Steel: 1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel Buildings, and "Code of Standard Practices" 2005. 2. Structural Steel shall be confirmed to the following grades: 2.1 W- & WT- Shapes: ASTM A36, A992 2.2 Plates & Angles: A36 2.3 HSS: ASTM A500 gr B 2.4 Steel Pipe: ASTM A53 gr B 3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be 3/4", unless noted otherwise on the drawings. 4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation. Structural Wood framing: 1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better. 2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of the IBC. All nails shall be common type, unless noted otherwise. 3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters, trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in manufactures tables U.N.O. all nails holes shall be filled. 4. All multiple members shall be glued & nailed together. 5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal. 6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed. Periodic surveys: 1. Periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. We would suggest that a baseline survey be conducted immediately. The owner shall submit all findings and reports to the Structural Engineer. 2. If vertical movement of the piers is discovered, the piers should be re -pressured. A representative of the Geotechnical Engineer should be present to observe the re -pressuring. A final report should be provided by the Geotechnical Engineer after observing the re -pressuring. Foundation Stabilization: 1. Although observed foundation damage typically does not pose an immediate City of health and hazard risk, delaying mitigation will likely make future repairs more difficult and costly. Furthermore, it has been our experience that once a structure beginsWheat Ridge moving, it will likely continue to so (unless action is taken) resulting in further settling,� Diviso DL ENGINEERING INC. DATE: JOB#: 2750 S. WADSWORTH BLVD. FOUNDATION STABILIZATION AT 1-9-2018 2017-3828 REVISION DATE: PAGE OF UNIT D-203 12376 W. 34TH PLACE DENVER, CO 80227 720-440-9450 WWW.DLENGINEER.COM WHEAT RIDGE, CO 80033 OWNER: JONES ---- S1-3 5 BY MW CHECKED BY: GT neavmg, unsightly cracks, doors/widows not functioning properly and possible foundation wall collapse. The extent and aggressiveness of the foundation repairs should be carefully considered by the Owner and will depend on their tolerance for risk, the possibility of future damage, and cost. 2. If the owner chooses to do so the foundation could be stabilized only at visibly damaged locations and areas where movement is concentrated. Although this will address specific situations, it is possible that foundation movements will occur elsewhere. 3. If the Owner chooses to do so, the entire foundation could be mitigated. A general system repair, although more costly, would greatly reduce the risk of future foundation damage and movement. It is our understanding that the Owner would not like to pursue this repair option. Site Drainage 1. We believe that the moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. It is our opinion that site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales and surface/subsurface drainage systems are strongly recommended. Extension should be attached to properly function downspouts and roof drains discharge a minimum of 10 feet away from the structure. Site vegetation 1. We believe that vegetation around the perimeter of structures can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. 2. Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Irrigation systems and excessive moisture adjacent to structures can introduce unwanted moisture, possibly resulting in settling and or heaving. The Owner should consider removing irrigation systems or simply not use them. Disclaimer: 1. In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. LEGEND (E) EXISTING (N) NEW PUSH PIER P.P. #X f— PIER # (xxxx#) LOAD ON PIER WALL ANCHOR W.A. #x -a---- ANCHOR # MONO POST M.P. #x — — POST # (xxxx#) �— LOAD ON PIER HELICAL PIER H.P. #x "� PIER # (xxxx#) _ LOAD ON PIER City of -r t(Wheat Ridge Building Divison. DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.1-9-2018 FOUNDATION STABILIZATION AT DATE: JOB#: 2017-3828 REVISION DATE: PAGE I OF UNIT D-203 12376 W. 34TH PLACE DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER: JONES ---- S2-1 5 BY: CHECKED BY: WWW.DLENGINEER.COM MW GT �-LUNDATION PLAN 1/16" = 1'-0" NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 2. INSTALL WALL ANCHORS PER PLAN. CONCRETE PATIO Clay of �xP1a•3I.1� Wheat Ridge (Building Divison, DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.1-9-2018 FOUNDATION STABILIZATION AT DATE: JOB#: 2017-3828 REVISION DATE: PAGE I OF UNIT D-203 12376 W. 34TH PLACE DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER: JONES ---- S3-1 5 BY: CHECKED BY: WWW.DLENGINEER.COM MW GT CM m !i� b a 2' (E) WALL (E) FLOOR SYSTEM 12' MIN SEE PLAN FOR DIM FIELD VERIFY T.O. (E) FOOTING (N) 12x28" WALL PLATE (N) TENSILE STRENGTH = 85KS1, 3/4 — 10 UNC 2A, 80" LONG THREADED ROD ASSEMBLY COUPLERS YIELD STRENGTH = 10OKSI (E) WALL (N) WALL ANCHOR ASSEMBLY BY FOUNDATION SUPPORT WORKS (N) 16x26" DOUBLE PLATE CROSS PATTERN EARTH ANCHORS WALL ANCHOR DETAIL 1 /2" = V-0" NOTES: 1. HARDWARE TERMINATION SHALL BE SAE J995 GRADE 2 HEAVY SQUARE NUTS, %— 10 UNC 2B, OVERSIZED TAP. 2. PLATE STEEL SHALL BE ASTM A1011 C1008—C1010, 10 GAUGE 3. ALL WALL ANCHOR COMPONENTS SHALL BE HOT—DIP GALVANIZED r a City of x�to1•i� Wheat Ri�ae uildiog Diviso City of Wheat Ridge Reside Windows/Doors PERMIT - 201708494 PERMIT NO: 201708494 ISSUED: 10/20/2017 JOB ADDRESS: 12376 W 34th PL EXPIRES: 10/20/2018 JOB DESCRIPTION: Residential Window replacement of 21 windows and 1 patio door like for like and 1 egress window ufactor .31. *** CONTACTS *** OWNER (303)973-2621 JDI HOMES INC SUB (720)855-9000 W. Garrett Jones 130130 JDI Properties *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,000.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 84.00 ** TOTAL ** 134.00 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. 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 partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans an specifications, Signature ofV OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans 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 ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. ";.:a. 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�� any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. nd--- ___V_ _ aA D Signature of Chief Building Official V Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat j� �OA iclge 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(oki.wheatridge.co.us I FOR OFFICE USE ONLY Date: 16,12 ,/2 ,* } / Plan/Pe7:0/7, mit #0/7, 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: 2 S -7 W 3 q Property Owner (please print): PhoneDz:_�) q 73--Z-GL( Property Owner Email: q ixrre� to Clovr'l Mailing Address: (if different than property address) Address: 5-2, 0 q 6, �L�/ _ s cc t - S' ' City, State, Zip: L i ij (_0 so C Z'o a-ArcArchitect/Engineer: �j ( /a - Arch itect/E ngi neer hitect/Engineer E-mail: V� j Phone: Contractor: b _T r �= w blkv Contractors City License #: 130 13 y Phone: QC, S) L/ 7 -7 ct _Z- Contractor E-mail Address: q c� i - 14" �6 . Loyyt. Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ FINDOW RCIAL ROOFING ❑ COMMERCIAL ADDITION ❑NTIAL ROOFING ❑ RESDENTIAL ADDITION ®' REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft.1LF Amps Btu's Squares evesl Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 6LId1✓ O r 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 inform a riprovided on the application. CIRCLE ONE/ (OWNER) (CONTRACT09 or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CON RACTOR) Signature (first and last name): ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY DATE. OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Sales Person: F Dealer Name: 486020 JDI PROPERTIES L L C Bill To: Ship To: JDI PROPERTIES L L C - SAME 5204 SOUTH PRESCOTT STREET LITTLETON, CO 80120 Dealer Acknowledgement Quote Date 10/9/2017 Date Ordered Quote Not Ordered User Initials: JMC Quote Created By: asc157 Phone: (720) 855-9000 Fax: 720-855-9090 Order Notes: Delivery Notes: Quote Name: Project Name: Garrett email Hudson 2 / JDI Properties Hudson 2 QUOTE # RUSH STATUS PO# 1608539 No None Line Item # Qty Width x Height UI Description Net Price Extended 1-1 1 35 1/2" X 35 1/2" 72 $102.78 $102.78 M t- --- 35112 ----+ a-- RO - 36 ------ + A272-70 Series XO 351/2 x 351/2 Frame Width = 35.5, Frame Height = 35.5, Sash Split = Even Operation / Venting = XO NFS 1318" Frame Color = White Double Glaze, ClimaTech, DS 1 DS Lock Height = Standard Lock Height Standard Screen Ll -Factor = 0.31, CR = 54, SHGC = 0.32, VT = 0,59, CPD = ASO -A-102-00325-00001 Net Overall Line Item Notes: Pricing Detail: $51.39 1A - Base Price $26 85 1A - Glazing S16.67 to -Glass Type $7.87 1A - Screen Option Comment/ Room: Weight None Assigned 35.0 Line Item # Qty Width x Height UI Description Net Price Extended 2-1 1 108" X 59" 167 $323.18 $323.18 1 1� R0- 12 t2 Comment / Room, Weight None Assigned 177.0 A273-70 Series XOX 108 x 59 Frame Width = 108, Frame Height = 59, Sash Split = 1/4 - 1/2 -1/4 Operation / Venting = XOX NFS 13/8" Frame Color = White Double Glaze, ClimaTech, DS / DS Lock Height = Standard Lock Height Standard Screen U -Factor = 0.31, CR = 54, SHGC = 0.32, VT = 0.59, CPD = Aso -A-102-00325-00001 Net Overall Line Item Notes: Page 1 Of 4 Pricing Detail: $75.01 1A - Base Price $135.20 1A -Glazing $82.41 1A - Glass Type $30,56 1A - Screen Option QUOTE # RUSH STATUS PO# 1608539 No None Line Item # Qty Width x Height UI Description Net Price Extended 3-1 8 47 1/2" X 351/2" 84 $115.29 $922.32 M .---- 47 112 —� ►---- RO - 48 - A272-70 Series XO 47112 x 35 112 Frame Width = 47.5, Frame Height = 35.5, Sash Split = Even Operation / Venting = XO NFS 13/8" Frame Color = White Double Glaze, CIImaTech, DS / DS Lock Height= Standard Lock Height Standard Screen U -Factor = 0.31, CR = 54, SHGC = 0.32, VT = 0.59, CPO = ASO -A-102-00325-00001 Net Overall Line Item Notes: Pricing Detail: 548 62 1A - ease Price $36.11 1A - Glazing $21.76 1A - Glass Type 58.80 1A - Screen Option Comment / Room: Weight None Assigned 374.7 Line Item # Qty Width x Height Ul Description Net Price Extended 4-1 1 48" X 24" 72 $94.92 $94.92 �1 Vv N it 0 1 48 +---- RD - 48 112 A272-70 Series XO 48 x 24 Frame Width = 48, Frame Height = 24, Sash Split = Even Operation / Venting = XO NFS 1 318" Frame Color = White Double Glaze, CIImaTech, DS / DS Lock Height = Standard Lock Height Standard Screen U -Factor = 0.31, CR = 54, SHGC = 0.32, VT = 0.59, CPD = ASO -A-102-00325-00001 Net Overall Line Item Notes: Pricing Detail: $48.15 1A - base Price $24.08 1A -Glazing $14.82 1A - Glass Type $7.87 1A - Screen Oplian Comment / Room: F Weight None Assigned 320 Line Item # Qty Width x Height UI Description Net Price Extended 5-1 2 351/2" X 35112" 72 $139.82 $279.64 Be �— 35112 --+ �-- RO - 36 Comment I Roam: Wei ht None Assigned 70.0 A272-70 Series XO 35 1/2 x 35 1/2 Frame Width = 35.5, Frame Height = 35.5, Sash Split = Even Operation / Venting = XO NFS 13/8" Frame Color = White Double Glaze, ClimaTech, Tempered, OBSCURE FULL, DS/DS Lock Height = Standard Lock Height Standard Screen U -Factor = 0.31, CR = 54, SHGC = 0.32, VT = 0.59, CPD = ASO -A-102-00325-00001 Net Overall Line Item Notes: Page 2 Of 4 Pricing Detail: $51.39 1A - ease Price $26.85 IA -Glazing 516.67 1A - Glass Type $37.04 1A - Tempered $7.87 1A - Screen Option QUOTE # RUSH STATUS PO# 1608539 No None Line Item # Qty Width x Height UI Description Net Price Extended 6-1 6 30 112" X 16" 47 0l i i 30112 --� 1-- RO - 31 ---+ A272-70 Series XO 30 112 x 16 Frame Width = 30.5, Frame Height = 16, Sash Split = Even Operation /Venting = XO NFS 13/8" Frame Color = White Double Glaze, ClimaTech, DS / DS Lock Height = Standard Lock Height Standard Screen U -Factor = 0.31, CR = 54, SHGC = 0.32, VT = 0.59, CPD = ASO -A-102-00325-00001 Net Overall Line Item Notes: $80.10 $480.60 Pricing Detail: S52.32 1A - Base Price S1343 IA -Glazing $8,33 iA - Glass Type $6.02 1A - Screen Option Comment/ Room: Weight None Assigned 61.3 Line Item # Qty Width x Height UI Description Net Price Extended 7-1 1 30 1/2" X 16" 47 $98.62 $98.62 01 r-- 3,0112 i- R -31 A272-70 Series XO 30 1/2 x 16 Frame Width = 30.5, Frame Height = 16, Sash Split = Even Operation / Venting = XO NFS 13/8" Frame Calor - White Double Glaze, ClfmaTech, Tempered, OBSCURE FULL, DS/DS Lock Height - Standard Lock Height Standard Screen U -Factor = 0.31, CR = 54, SHGC = 0.32, VT = 0.59, GPD = ASO -A-102-00325-00001 Net Overall Line Item Notes: Pricing Detail: $52.32 1A - Base Price $13.43 1A - Glazing S8.33 1A • Glass Type $18.52 IA - Tempered $6.02 1A - Screen Option Comment / Room; Weight None Assigned 13.6 Line Item # Qty Width x Height Ul Description Net Price Extended 8-1 1 30" X 48" 78 $185.13 $186.13 Comment / Room; 7[77W77;7jg--ht--j None Assigned 44.0 A682-80 Series Right 30 x 48 Frame Width = 30, Frame Height = 48 Operation / Venting = Right NFS 1318" Frame Color = White Double Glaze, Clima-rech, DS / DS Egress Hinges Standard Screen U -Factor = 0.28. CR = 58, SHGC = 0.26, VT = 0.47, CPD = ASO -A-107-00136-00001 Net Overall Line Item Notes: Casement not offered in 70 Series Page 3 Of 4 Pricing Detail: $122.70 1A - Base Price $33.80 1A - Glazing $18.52 1A - Glass Type $11.11 1A - Screen Option QUOTE # RUSH STATUS PO# 1608539 No None Line Item # Qty Width x Height UI Description Net Price Extended 9-1 1 71 112" X 79 112" 152 $482.46 $482.46 i i 71 ti Comment/Room: Weight None Assigned 165.8 A172 -West Doors XO 71 1/2 x 79 112 Call Width = 72, Call Height = 80, Frame Width = 71.5, Frame Height = 79.5 Operation / Venting = XO NFS 1318" Frame Color = White Double Glaze, ClimaTech, Tempered, DS / DS Keyed Lock Tandem Rollers Standard Screen U -Factor= 0.3, CR = 51, SHGC = 0.32, VT = 0.6, CPD ASO -A-98-00052-00001 Net Overall Line Item Notes: ATTENTION Please note that all weights provided are estimates and subject to change based on actual order shipment. NOTICE: The rating information provided on this quote is based upon the NFRC ratings at the time of quote. Such ratings are subject to changes in the standard by the applicable regulatory agencies and will be finalized at the time of manufacturing. All ratings printed on the NFRC label will supersede the NFRC rating set forth in the quote. Any changes made to an order after submission may also result in changes to the NFRC rating. Customer shall be solely responsible for determining whether the product ordered meets their jurisdiction's requirements. I have reviewed this order and certify that it is correct. I understand that this order is noncancellable, nonreturnable, and nonrefundable. By Authorized Representative Page 4 Of 4 Pricing Detail: $219.00 1 A - Base Price S12038 1A -Glazing $88.90 1A - Glass Type $43.99 1A - Screen Option $10.19 1 A - Keyed Lock Total Unit Count 22 OTAL WEIGHT 993, SUB -TOTAL: $2,970.6 SALES TAX: $0.0 HANDLING: $0.0 FREIGHT: $0.0 TOTAL: $2,970.6 ' It City of Wheat Ridge .� Residential Electric PERMIT - 201706561 PERMIT NO: 201706561 ISSUED: 08/24/2017 JOB ADDRESS: 12376 W 34th PL EXPIRES: 08/24/2018 JOB DESCRIPTION: residential electric upgrade from 100 amp to 200 amp overhead *** CONTACTS *** OWNER (303)437-7292 GARRETT JONES SUB (720)620-7041 Lou Santanostasi 021892 Platinum Electric Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,600.00 FEES Total Valuation 0.00 Use Tax 33.60 Permit Fee 63.90 ** TOTAL ** 97.50 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. 8314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure.Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection.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 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 o property and authorized to obtain thispermit and perform the work described and approved in conjunction with this permit. I fu r est that I a l authori -include all entities named within this document as parties to the work to be per ed an I wor isclosed in this document and/or its' accompan ing approved plans and specifications. � 02 ilawiture of O R or CONTRACTOR (Circle one) Date 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or 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. o Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheatjj"q'9 COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFI E USE ONLY Date:/Y0 7 I Plan/Permit #`;?.617 z�—!S�/ Plan Review Fee: 97 56 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �� -2 44 - Property Owner (please print): 1'011-&E-221' S Phone: ,,3c,2 7 7;z 1z Property Owner Email: Mailing Address: (if different than property address) Address , State, Z Architect/Engineer: Architect/Engineer E-mail: Contractor:�/ Contractors City License #: D 2 0 l v Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 7.2,2 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) e'41�- sc name-:' i /-? „kv'' 9��t,�� Sq. FtJLF Btu's Amps Am Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRA OR or (RUTH IZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): .�-�'� DATE: A G i ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:%y1 Job Address: ?a� (o t .? 3 LIT)4 PL Permit Number: ❑ No one available for inspectDN e 1 AM/PM Re -Inspection required: Yes When corrections have been made, call for re-inspectionat 303-234-5933 Date: % Inspector: /71 T# DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Z Permit Number: Q/i 4�_576_ I No one available for inspection: TimeK. 'i"/ AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:Inspector: l.% r" DO NOT REMOVE THIS NOTICE INSPECTION RECORD Occupancy/Type INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB ION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Mechanical $ION ete _h Building Final rain Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping Water Service Lines FOUR NO UONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Heating (U ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical INSPECTIONS TO I Drywall Screw I I I FINALS -- Electrical Plumbing Mechanical Roof _h Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING,, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. I)GGUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE �� Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Is � L , _f ^ Job Address: I X7376) (V 727 f K Permit Number: 00t13(Q ool 'Aeot' is ( ❑ No one available for inspection: Time AM/ CM Re- Inspection required: Yes No' 'When corrections have been made, call for re-inspection at 303 - 2345933 �. ,' Q AaIF-f P ' Date: Inspector: 1 aC c -x. `r 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: i5 nt)- Job Address: 1237 t A r3l/¢t4 r Permit Number: Lit l( 3f0 ❑ No one available for inspectio : Time P36 AM7 Re-Inspection required: Yes ' No When corrections have been made, call to re-i spe lion at 30,-2345933 Date: 1-00-10 Inspector: a v , DO NOT REMOVE THIS NOTICE ~ ~ ♦ (~'it~ of Wheat Rid~rn W HEgT City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 COLORPOO Inspection Line: 303-234-5933 Building Permit Application Date: Plan Permit 17~j Property Address 1 a B70 JVgSS 3.31 ` PI& Property Owner (please print): 71-om 8111 tj l Phone: w3- 6137" 73T Mailing Address: (if different than property address) Address: State, Zip: Contractor: 411 .&Ia'VI &0&05 Contractor License Sub Contractors: Electrical City License Company: a 1 `7 a. Phone: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): 90C>f Construction Value: $ ; 044 ° Description of work: (as calculated per the Building Valuation Data sheet) iAy'pN i-WA % )res~,~n 11e G))'~~t 00, Plan Review (due at time of submittal): S r>A4,ri &Jyv, d'Uyh uim~ 110mPH Sq. Ft.fL.Ftadded: Squares L37 BTU's Gallons Amps OWNER/ CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide. by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (ICnO11NTRACTOR) or ONAL REPRESENTATIVE of (OWNER) (CONTRA PRINT NAME: _ PA.4,hy SIGNATURE: DEPAi2TIIhEIVT;USE ONLY ZONING.COMMENTS: - - - Zoning: Reviewer, - PUBLIC WORKS COMMENTS Reviewer" L~ 5 ~UILDING')EPARTME 3'COMMENTS a) r %Tr ' Oc`etrQA~cf . ReweAarer ~k ~ s-----~- ~ )f(eDC-PdgTMENT L~aPProveU V1l cor p Bl v , ~ nrneti ~IS~r dg Val ed RoFeview requT~ = uation: $