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Home My WebLink About4080 Depew StreetW,d MoriiO Complete Bascmm SnrcE 1999 i Date: 1/10/2018 To whom it may concern: John Castle Your final inspection is set for01 /12/2018 Enclosed is the Final Engineer's letter that the inspector will need at the end of your final inspection. The inspector will take this to the City/County of Wheatridge to finalize Permit 201709587 for 4080 Depew St Wheatridge , CO 80212 . You can call Wheatridge at 303-234-5900 between 7:30 and 8:00 a.m. on the day of your scheduled inspection to get a two hour window of time for their arrival. For your convenience, we will call the city/municipality to set up your final inspection. We will do our best to accommodate your schedule, but every city/municipality is different and they often do not give us options. We call in your inspection a day prior to the day of your choosing and have provided you the phone number of the city/municipality. Please be sure to be available at your home that day. The inspector will not complete the process without you. The day of the inspection, you will need the following: 1. Permit, which should still be posted at your home 2. Engineer's report 3. Engineer's final inspection letter ** If for some reason you do not have any of these items or we didn't provide them in this packet, please let me know and I will get them to you directly. Please note that the work we have done cannot be concealed in any way, before the final inspection. As an example, please do not drywall or cover wall anywhere piers/ wall anchors have been installed. Once the inspection has passed, the city/municipality will close the permit. Please do not hesitate to contact me with any questions. Sara Hasse I Production Representative Complete Basement Systems 11795 E. 451" Ave Denver, CO 80239 303-805-8751 CIL ENGINEERING, INC. 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 gtownsend@dlengineer.com. Sincerely, Garrett Townsend, PE r' _51 Ck 13 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: y � - Job Address: Permit Number: c�D® ❑ No one available for inspection: Time " 1 L o/PM Re -Inspection required: Yes, N When corrections have been made, call four re -inspection at 303 -234 - Date: Inspecto • � I �. DO NOT REMOVE THIS NOTICE --Z 0 1 C) INS 1 11r .. NSPEOTION ON�II NE FORM.- liiLp:11-V%r �rY�.Cl.��l� a--Y—.cc.:��s/f�rmc,acpx?fid=79 Lf INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. fall the insnection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Inspector Date Initials Comments Pier CommentsInitials Electrical Concrete Encased Ground (CEG) Mid -Roof Lath / Wall Tie Foundation / P.E. Letter Sewer Service Do Not Pour Concrete Prior 10 Approval ui i it; P%Ljvvlu 11��7'J�iv�•v••.a Underground/Slab Inspections Date Inspector CommentsInitials Electrical Mid -Roof Lath / Wall Tie Sewer Service — - - -- Rough Mechanical Rough Framing Plumbing Rough Grading Insulation Do Not cover unser rouriu vi Rough Inspections uviv-1111- Date 1— .-... Inspector Initials •- Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric * — - - -- Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Comments Final Inspections Date Inspector Initials Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW &Drainage /Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. __.. L:...... - ..n IMori frnm the, Fire nictrict and electrical low voltaqe "For IOW Voltage permits - rlaaac Uu ou by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Miscella PERMIT - 201709587 201709587 ISSUED: 12/14/2017 4080 Depew ST EXPIRES: 12/14/2018 Foundation Stabilization - helical piers *** CONTACTS *** OWNER (303)548-1895 CASTLE JOHN C SUB (303)805-8751 Rodney Martin 060125 Complete Basement Systems *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,830.00 FEES Total Valuation 0.00 Plan Review Fee 112.19 Use Tax 164.43 Permit Fee 172.60 ** TOTAL ** 449.22 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 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 atf entities named within this document as parties to the work to be performed and tliat all work to be performed is disclosed in this dor t and/or its' accompanying approved plans and specifications. r_ / n 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 inspectionsa3d'shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance -v` gr fog,,of a perme construed to be a permit for, or an approval of, an violation of any provision of any applicable coiie or'any ordinance or regu a io `jf 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,ddge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 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: Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.''' Property Address: 4080 Depew St Property Owner (please print): John Castle Phone: 303-548-1895 Property Owner Email: castlejohnc(Whotmail.com Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Eng1neer: DL Engineering Architect/Engineer E-mail: N/A Contractor: Rod Martin's Complete Basement Svstems Contractors City License #: 60125 Phone: 303-440-9450 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 EMAIL(p/ease print): kayla.montez ancompletebasementsystems.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 9 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) 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. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 7,830.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 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 pen -nit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perforin 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):DATE: DEPARTMENT USE ONLY „01, ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer A W2C�.jlp2 1211N11r) (42T 14E1-4 Cf4- P� � �S L6 S 126-0 Building Division Valuation: $ It DL ENGINEERING INC. 2750 S. WADSWORTH BLVD. FOUNDATION STABILIZATION AT DATE: 11-6-17 JOB #: 2017-3881 REVISION DATE PAGE OF 1 UNIT D-203 4080 DEPEW ST. DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80212 OWNER: CASTLEBY ---- S1-1 5 Residential40psf CHECKED BY: WWW.DLENGINEER.COM 4. GT GT INDEX: S1-1 GENERAL NOTES S1-2 GENERAL NOTES S1-3 GENERAL NOTES/ LEGEND S2-1 FOUNDATION PLAN S3-1 PUSH PIER 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 harmldss from any,,nd all liability, real or alleged, in connection with the performance of work on this project, exempting liability ansit� fi,s61, -rrg ig riff engineer. 4. All existing sizes, dimensions and foundation damage shall be field verifted byll1wo6ntractor and^ +7vner prior to construction. Discrepancies with the construction documents shall be reported to the str�u�1araa eanginn er for additional recommendations (if any). VED 5. Per the owner's request, the contractor shall stabilize the structure only. $ fiA plumb the gW foundation wall without approval for the owner and structural engineer. Field Verification: 1. Contractor and Owner shall thoroughly inspect and survey existing s i Jdinsions, kl�✓raming, etc. which affect the work shown on the drawings. 2. Report any variation or discrepancies to the structural engineer before work proc% eding. °afe Validity of "f_": Thr nsuonce of o pemrd or approval ofpions specificoti.M and computotlans shall not be o permit for, or on approval of, any viototpn ra Foundation Design: ans afehr ev/r odeorofonycityordiwnces.Permits 1. Soil conditions and types shall be verified by a Geotechnical Engineerl`during.4aa# c teOfCOMeltheprovSdioftheBUldif- 2. Follow all recommendations of the Geotechnical Engineer for foundation dterrfentsr.<,f,he city shotleot be saltd. 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 shall be hot dip galvanized. 5. Design of individual and continuous footings is based on a maximum allowable bearing pressure of 2000 lbs. per square foot (dead load plus full live load), placed on the natural undisturbed soil, or compacted structural fill below frost depth. Design Criteria: 1. Building code: 2012 IBC, 2012 IRC with City of Wheat Ridge Amendments 2. Dead loads 2.1. Roof 12psf 2.2. Floor 10psf 2.3. Walls 10psf 3. Live loads 3.1. Residential40psf 3.2. Roof 20psf 4. Snow loads 4.1. Roof snow load 30 psf 5. Wind loads 5.1 Exposure Category C 5.2 105 mph, 3 -sec gusts DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.11-6-17 FOUNDATION STABILIZATION AT DATE: JOB #: 2017-3881 REVISION DATE: PAGE OF UNIT D-203 4080 DEPEW ST. DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80212 OWNER- CASTLE ---- S1-2 5 BY: CHECKED BY WWW.DLENGINEER.COM GT 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 W, 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 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 .Jrr Engineer after observing the re -pressuring. Foundation Stabilization: 1. Although observed foundation damage typically does not pose an immediate 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 begins The Owner should be P 0 q DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.11-6-17 FOUNDATION STABILIZATION AT DATE: JOB#: 2017-3881 REVISION DATE: PAGE PUSH PIER UNIT D-203 4080 DEPEW ST. DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80212 OWNER: CASTLE ---- S1 -3T 5 BY CHECKED BY: WWW.DLENGINEER.COM GT GT moving, it will likely continue to so (unless action is taken) resulting in further settling, heaving, 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 PIER # (xxxx#) LOAD ON PIER WALL ANCHOR W.A. #x t— ANCHOR # �— MONO POST M.P. #x POST # { (xxxx#) LOAD ON PIER HELICAL PIER City of PIER #> H. P. #x VYht'at Ridge (xxxx#) �LOAD ON PIER xP i OE3ui ding Divison. DL ENGINEERING INC. 2750 S. WADSWORTH BLVD. FOUNDATION STABILIZATION AT DATE 11-6-17 JOB#: 2017-3881 REVISION DATE: PAGE OF UNIT D-203 4080 DEPEW ST. DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80212 OWNER: CASTLE ---- S2-1 5 BY CHECKED BY: WWW.DLENGINEER.COM GT GT <w< 27'-11 " 10' FRONT OF HOUSE PQovlpF- FA(4NI6kk otqS&J.,�TW p.) -' PPA(- A-PP,6owK- 1 FOUNDATION PLAN NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 2. INSTALL PUSH PIERS PER PLANS. 0' 16' 0 N 1,0'rT� AT Fl v,'Y - JAVL4c-' +✓ x- t o�3�� l P DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.11-6-17 FOUNDATION STABILIZATION AT DATE JOB #: 2017-3881 REVISION DATE PAGE OF 1 UNIT D-203 4080 DEPEW ST. DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80212 OWNER: CASTLE ---- S3-1 5 BY: CHECKED BY. WWW.DLENGINEER.COM GT GT (E) FOUNDATION WALL FIELD VERIFY �% T.O. (E) FOOTING (E) FOOTING 'IER, VD BEARING )UNDAITON SUPPORT WORKS TYP. PUSH PIER DETAIL 0 1 " = 1'-0" MOM- OL ENGINEERING. INC. 1 PROFESSIONAL FOREh1S1C ENGIP-:EERINVr 2750 S. WADSWORTH BLVD SUITE B-203 DENVER, ED 80227 720440-9450 OLENGINEEr<<.COM 11/6/2017 RE: Job# 2017-3881 4080 Depew St. Wheat Ridge, CO 80212 As requested, a site visit and observation was performed at the property located at the address above on November 6, 2017 at approximately 9:00 a.m. by Garrett Townsend, 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 basement located in an established neighborhood. The house is assumed to be built in 1941 (based on an online search of the Jefferson County assessor). The foundation is constructed of concrete and is assumed to be on spread footings. The house appears to be constructed of wood with lap siding. The observation was visual and limited to the interior and exterior of the house. 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 west. Observations • Crack repaired at window at bottom of stairs • Ceiling separating from wall at bottom of stair in basement • East end of basement slab settling • Crack along east wall below basement window • Crack in north wall below window • Diagonal crack below laundry room window • Crack in basement wall at entry to front room • Diagonal crack below west basement wall • Bulge in drywall at stairwell • Repaired cracks over door at dining room • Crack below back bedroom window • Exterior crack at south window • Cracking in exterior foundation at east walls Recommendations The cracks observed in the walls were likely caused by 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 (3) push piers along the north wall to help mitigate vertical movement. "N city of • Install (3) push piers along the east wall to help mitigate vertical movement. Wvl'w Rtdge r moiO � OL ENGINEERING. INC. There were signs of movement along other portions of the house. Patch and monitor all cracks. This will give a new baseline for any movement. If movement is observed, future additional piers or wall anchors may be required. Contact DL Engineering Inc. for further assessment. 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: Repaired crack at bottom of basement stairs City of Wheat Ridge Divisnn OL ENGINEERING, INC. Figure 2: Crack at ceiling and wall of east basement wall Figure 3: Crack in basement slab City of Whet Ridge M OL ENGINEERING. INC. Figure 4: Vertical crack below east window Figure 5: Crack in basement wall below window City ofi J- , . OL ENGINEERING, INC. Figure 6: Crack in north wall basement Figure 7: Crack in laundry room wad below window City of What Ridge OL ENGINEERING, INC. f, MUM? MEN Figure 8: Separation of ceiling in laundry room Figure 9: Crack in wall at door to front basement room City of Whgat Ridge uilding Divi so rr M- AIM OL ENGINEERING, INC. K.= Figure 10: Crack at window in west wall Figure 11: Crack below west window 7 Ma .- OL ENGINEERING. INC. Figure 12: Crack at north basement wall Figure 13: Bulge in drywall along stairwell r City of Wjeat V" 3e ffg 0L ENGINEERING. INC. Figure 14: Repaired crack over doorway at dining room Figure 15: Crack below back bedroom window City of Wheat Rii9ge AmAim= CIL ENGINEERING, INC. Figure 16: Exterior crack at south window M@6§21131i7 Figure 17: Repaired crack below west window 10 CIL ENGINEERING, INC. Figure 18: Crack below east window at exterior Figure 19: Crack below south window 11 .a Mme, .�,•�; n za1 a9ma1o6 _r OL ENGINEERING. INC. 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 gtownsend@dlengineer.com. Sincerely, Garrett Townsend, PE j �xP t�:3t •1 `� City of Wheat Ridge 13 3uilding Divisop, ► City of Wheat Ridge Residential Roofing PERMIT - 201702308 PERMIT NO: 201702308 ISSUED: 06/21/2017 JOB ADDRESS: 4080 Depew ST EXPIRES: 06/21/2018 JOB DESCRIPTION: Residential reroof: Instrall Certainteed Northgate IR Lifetime Asphalt shingle 11 squares 7/12 *** CONTACTS *** OWNER (303)431-4295 CASTLE JOHN C SUB (720)446-7692 Erick Vera/Jonathan Feltwell 170266 Company Roofing & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,527.46 FEES Total Valuation 0.00 Use Tax 158.08 Permit Fee 172.60 ** TOTAL ** 330.68 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding Al/2-inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€lms 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's 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. City of Wheat Ridge Residential Roofing PERMIT - 201702308 PERMIT NO: 201702308 ISSUED: 06/21/2017 JOB ADDRESS: 4080 Depew ST EXPIRES: 06/21/2018 JOB DESCRIPTION: Residential reroof: Instrall Certainteed Northgate IR Lifetime Asphalt shingle 11 squares 7/12 I, by my signature, do heattest that the work to be performed shall comply with all accompanying approved plans and specifications, appl�ca le building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the 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 le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to b�per m �s disclosed i s documer and%or its' accompanying approved plans and specifications. __' I--- - ifs /,Zz- Signature of OWNER -or CONTRAQ-OR (Circle one) bate 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 original permit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding 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 time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. ROOFING * SIDING * GUTTERS 8120 Sheridan Blvd. Suite C-320 Westminster, CO 80003 OFFICE: 720.446.7692 FAX: 303-427-5352 ACCREDFFED mp any EMAIL: info@companyroofmg.com BUSINESS WEBSITE• www.companyroofmg.com BBB Roofing & Exteriors DATE: G' /_7 HOME# '3o?, . 9 3 I y 295 CUSTOMER: , orfnl -;4-S n.45 WORK# ADDRESS: Z10 50 ,Sr- CELL# 303. 5-413 \,8g5 CITY: 10r64Tc466, G EMAIL: SPECIFICATIONS OF ROOF c'1621nkINT'oaf-*� \2 tti6R WW6 WOOD MANUFACTURER TYPE OF ROOF COLOR PROTECT LANDSCAPING, CLEAN SITE DAILY [NAIL SHINGLES USING 6 GALVANIZED NAILS PER SHINGLE REMOVE LAYERS OF ROOFING DOWN TO DECKINGffl�RIDGE: C EOPr2 N!-Cs'C . Aff�REPLACE ROTTEN DECK AREA AT $ PER SHEET ROLL LAWN AND DRIVE WITH MAGNETIC SWEEPER WE -DECK, IF REQUIRED, PER CODE I � REMOVE ROOFING DEBRIS AND HAUL AWAY a10E & WATER SHIELD 'rI f797k%j'- MANUFACTURER'S WARRANTY: L1 Al 1nYWSG INSTALL DRIP EDGE: [EAVES J�QRRAKES 5�rfO CODE LIEN WAIVER "STALL NEW VALLEYS: []OPEN OCLOSED M,TO CODE COMPANY'S S YEAR INSTALLATION GUARANTEE KRE-FLASH: ❑SKYLIGHT XjC�HIIM"' M,/fNEEY Q,SIDEWALLS FELT: 15 1IoS �'"" c`'"ej U(NEW PLUMBING BOOTS / XVENTILATION � �'rc V ep% LOW SLOPE ❑ PEEL AND STICK MEMBRANE ❑ ROLLED ROOFING / ❑ EPDM ❑.45 ML (FULLY ❑ rP0 ❑.45 ML (FULLY ❑ DECKING ❑ INSULATION ❑ TAPER SYSTEM ❑ GUTTERS ❑PAINTING rt;" - O -VISUALLY INSPECT INTERIOR FOR EXISTING WATER DAMAGE MEW FLU CAP WELL NOT BE INSTALLED n DROP MATERIAL: _('=a,- �w C� � P ORIGINAL SALE PRICE f 77 SZ % 3 -to (NOT INCLUDING ADDITIONAL INSURANCE SUPPLENIENIS RECEIVED. UPGRADES OR ADDITIONAL WORK PERFORMED) INITIALS *SUPPLEMENTS: * OVERHEAD/PROFIT: * TAXES/BASE CHARGES: *DEDUCTIBLE: *PLEASE REFER TO THE BACK OF THIS AGREEMENT F(fR THE DEFINITIONS OF SUPPLEMENTS. OVERHEAD & PROFIT AND TAXES & BASE CHARGES. BY INITIALING ABOVE, PROPERTY OWNER AGREES TO HAVE READ AND UNDERSTANDS THE DEFINITIONS OF ITEMS 13, 14, l5 AND 16 ON THE BACK ❑WINDOWS OF THIS AGREEMENT. ❑ SIDING PAYMENT SCHEDULE DOWN PAYMENT 1ST CHECK FINAL CHECK DUE: AT CONTRACT SIGNING DUE: DAY WORK BEGINGS DUE: AT COMPLETION & SATISFACTION AMOUNT: $ AMOUNT: $ AMOUNT: $ CHECK #: CHECK #: CHECK #: DATE: DATE: DATE: OTHER FORM OF PAYMENT DUE: (IF APPLICABLE) AMOUNT: $ CHECK #: DATE: DETAILS: `,�i C T i. wflftp Y I i p,>- b� - COMPANY ROOFING AND EXTERIORS LLC. WILL HOLD IN TRUST ANY PAYMENT FROM THE PROPERTY DELIVERED TO THE JOB SIDE OR UNTIL THE MAJORITY OF THE ROOFING WORK HAS BEEN PERFORM] ROOFING SPECIALIST, OR OTHER CONTRACTOR, TO REMEDIATE THE WORK COMPLETED DURING EXTERIORS ISG PORTUNITY RESS ANY CONCERS. AS THE BUYER, YOU HAVE ON TH � OF THIS AG HAVE BEEN AND Antoinette Kulick 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. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 4080 Depew St John Castle 303-548-1895 Field not completed. Yes From: bno-reply@ci.wheatridge.co.us Sent: Monday, June 12, 2017 11:45 AM To: Permits CommDev Subject: ' Online Form Submittal: Residential Roofing Permit Application �l 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. 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. Permits are currently being processed within 3-5 business days, subject to change based on volume. 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. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 4080 Depew St John Castle 303-548-1895 Field not completed. Yes CONTRACTOR INFORMATION Contractor Name Company Roofing & Exteriors Contractor's License 170266 Number (for the City of Wheat Ridge) 11 Contractor Phone 720-446-7692 Number No Contractor Email Address info@companyroofing.com (permit pick-up instructions will be sent Field not completed. to this email) Retype Contractor Email info@companyroofing.com Address DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the Yes roof? Description of Roofing Certainteed Northgate IR Lifetime Asphalt Shingle Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 11 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 11 roofing material for this project Provide additional detail 7/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 7527.56 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Jonathan Feltwell Email not displaying correctly? View it in Vour browser. 3 i 4 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3KU FLECT• Mf7Ff- TfS. Job Address: A oo Dr -Q --vi Permit Number: 10 70 04- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been madgs-call-f, -inspection at 303-234-5933 Date: IU ZG /" Inspe or. DO NOT RE OVE THIS NOTICE CITY OF WHEAT RIDGE ]7(303) Building Inspection Division /;1 (303) 234-5933 Inspection line 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:', �� `- TO ❑ No one available for inspection: TimeSAM/PM Re -Inspection required: YeK =No * When corrections have been made, call for re -inspection at 303-234-5933 Date: 6 F Inspector: ' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 12cr Job Address: 14 C-�?o bc-h E W -TT- Permit Number: 21-7 07- 3C) ❑ No one available for inspection: 'me I`f&'I-' AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: /d117—Inspector: MTH DO NOT REMOVE THIS NOTICE "T1 r " 0 m 0 0 "'=>-l ;c Gl ;c 0 :E "'''=r " )- 0 z ~ 3 IA' '" --i r " --i Z .gg2 [ :J: m ~ m m 0 ;C ;C 3 ~ Z "T1 m ~ 0 c,md: " 0 CJl --i ~=>'" 3 r 0 )- 0 ="'@ 0' ;C Q)g~ ~ 5 'ti 0 .;c Ii < 0 ~ --i ;C '- 0" '" 0 m :J: 0 ;~ .. Z ::r '" Gl ;Z CJl 0 => '" iJ: 0 z CJl 3 Q~ 9' .... 0 " '" 0 n C ~ Q) << " =r 2l. g,~- " ;C => " ... => i> :<09' <0 '" '" 0 0 ~ =r g. '" 0 CJl ex> m[a =r m 0 g; 0 _ " ::0 =: n g '" a:g9: '" <0 - => ~ 3 :l! _'" ~ <0 S- o " ., - g ~ '" CJl ~ ~ '" ~ '" S' i OS" ~ "'lii0 ~ .. OJ !l 302 ~ 0- " 0 .... 5- o =r '<8- a: " '" ~ il. g' 1l" :E if3~ , ~ ill =r g" " .... .. ;; ~a '" n ~ . !!l. g-<~ :< Q ~ l a'9' ;c 'E ~. ~ m~:;! > ~ 3 iii" a: ~9'9' 9'g- :;;80 ~ ttl == '" g g: (l) is: ." ()9: 0 9''''" ~:<::E ~ -. ~ '" :< 0 <<<0 0 " '" g,~ ()"':J: 0 ex> o =r" Q.~m (b ~ ... :<5 0 0_0 0,.> ~ =rC 0 al ;c '8 iil < -l '" - w w "'''' "" Q. a: ~ o ~ ;ll 0 - ~. ~Q )> :~ 0- ",,, - 0"'0 .g.~ 0 ". 0 8 Gl n '" 0 0 ro- w m a. ;c ,,- n 2 m ;:;;j Q,CD ., CJl ~ e ~ CJl <00' '" " "C ., no: ~ ... 8.5 > '" 0 !><O :l! ex> r;> 0 " Z 0 N~ " ge, n ~ '" 5' !< @ c '" <0 -< '" :l! " <> '" ., iii g, CJl 5.;. ~ 0 !l o '" 9'!" '" 0 ~ C " ~ <> ~ '" ~'" ., ~ '" - - ",=r '" ~ or., 0 ~O' N "'0 0 < 0 C '" ... ill" '" ~ 3 0..::.: Date: ---JW n I 04 A Certificate of Occupancy I Completion has been requested for: ADDRESS: 4020 DpPPAI.) Si: Building Department Approval: dxd. . bn. r-cr..O;l If) (x 4{) i /?:p ~L PURPOSE OF STRUCTURE: Remarks: Zoning Approval: r;;i) ~ Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT .. BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 12207 5/25/2001 Property Owner: Property Address: 4080 DEPEW ST Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 431-4295 Phone: Description: DATE O.rJ'57J ( Total: $10,000.00 $181.25 $0.00 $250.00 $431.25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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 e u[ e sh n, and allegations made are accurate; that I have read and agree to a on rinted on this application, and that I assume full responsibilitY. t heat Ridge Building Code (U.B.C.) and all other applicable Whea or under this permit. (OWNER)(CONTRACTOR) SIGN Use: mr~ilID 20' BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: 800 Approval: Zoning: 5/24/01 BUILD TO MANUFACTURER DESIGN SPECIFICATIONS. Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin9. Code of \^/heat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 day's. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before -Bo dung With s esslve phases of the Job (6) I uan f rmlt or the approval of draWings and speCifications shall not be construed to be a permit for, nor an approval of, any Violation of the prOVIsions . Erdlnance, law, rule or regulalion Chief Buildi g Inspector Please Note: Owner I COIItractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate infonnation submitted within the plan set and any construction errors resulting from inaccurate infonnation. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION LINE. 303-234-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~J.l.tA:r\O N Property Owner: ClJsr~ SOH"" G Property Address: 1(080 ,()E;:'6J Sr Phone :?OS'-qsl- ~.;2fS- Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :/0/0 vD Permit Fee: 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 responsibi. fa ~om ~a e wi e Wheat Ridge Building Code (U.B.C.) and all other applicable Wh j e or s, ark under this permit. (OWNER)(CONTRACTOR) SIGNED 'DATrt" m 1 '(' 01 Use Tax: Total: Description: ;0 'I- 1.(0 ..s wCL. C--1e!f~ Use: Occupancy: Walls: Roof: Stories: 0Z<'-O ~ ~. 1:)//,,^ '6 I...() K5 <1>/ BUILDING DEPARTMENT USE ON~Y.J\ ~ Pr~i~ \\OS \\C\\-t~:s\ds!~\ll~IC: Approval ~~~roO( ~ 50\~j:f\ ~rop. ll..\\1-. ZOning R\-1\ \P\.U. ~l.l..lld..~~ If\ &I.NL - . ~.~g~:~'r<;kt f3J1;/r( tf? /11&1~~/fol--:re;: rr;g,J:!!!lIW'~IIi~ dr>S0'J Vf?Ct f',C.4.)' CJ S Approval: Electrical License No : Company: Piumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new 'permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the onginal plans and specifications and any suspensIon or abandonment has not exceeded one (1) year, If changes are made or if suspenSIon or abandonment exceeds one (1) year, full fees shall be paid for a new permit _ . No work of any manner shall be done that will change the natural flow of water caUSing a drainage problem. Contractor shall notify the BUIlding Insrector twenty-four (24) hours In advance for all Inspections and shall receive written approval on inspection card before proceedling WIth successive phases 0 the/'ob. The issuance of a permit or the approval 0 drawings and specifi,cations shall not be construed to be a permit for. nor an approval of. any violation of the provisions of the building codes any ther ordinance, law, rule or regulation. (1) (2) (3) !f[)gO DcfC J .9 - bEKJ.0 - ;;),' ;).0' F\<D\\T all, 815 t\J . 3(0, '. -J- \ f/ ) (I '). , I f{O A4EY ._~~ ~/:-ll Building Guide Colorado Chapter of the International Conference of Building Officials How to Use this Guide At least three completed documents must be provided to apply for a building permit: 1 rT'lm"'~tQ t~i~ ~\\i'~;.... ~l\i"Q h.. C""_~ ,_ c'_ . J - ... ~..'..... ...~. -'", .C indicating which construction details will be used. ... ,- --0- 2 Provide a Floor Plan (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines. 3 Fill out a building permit application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety ccd,=s, zoning ordinances and other applicable laws. _._...~ ; The Colorado Chapter of the International Conference of Building Officials lS a professional organization seeking ~c ;:-Cffiotc t.;.it: f)ubiic L1ealtl1, SaieL} J..i~1~ v~t.:ii(ii2 relative to building construction. We appreciate your feedback and suggestions. To obtain L a master copy of this Building Guide, please write to Cotorado Cl-:apter of the International Conference of Building Officials, P.O. Box 961, Arvada, CO 80001. ThiS handout was developed by the Colorado Chaoter of the International Conference of Building Officials as a basic plan submittal under the 1994 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Department for additional requirements. Ciry of \Vheat Ridge Suildi~'!, Di,.isl\,!1 7500 \v :q::' .-\\'cnuc ',\"110;;':( i\:Jgc. CD SO:;.5 1.:U31-235-2S55 /SC~SE::,,:;\ ~'"M: \c _~_-c_~~_:c~ . ~~ .,,~~~/ 1 6/97 Single Family Residential Detached Garage Directions C"'" 8'V;J.t;!. 1. Fill in the blanks on pages 2 and 3 with dimensions and materials which will be used to build the structure. Please print legibly. 2. Indicate in the check boxes on page 3 which detail from page 4 will be used. ~ Overall width ~O ; J Show door and window header sizes and location and size of landing in front of door \ , Slope I ove~lll.ength o 31/2" minimum concrete slab .-/ ( ',,- Header size (_J_x_ (example: (2) 2 x 10 . Note: If roof trusses or rafters bear on header, special header design may be required Garage door openin "---- Double 2x4 or 2x6 trimmers each .. --em! 1JtoverhEad door header ~ i I H Garage door opening width I d- ( . This handout was developed by the Colorado Chapter of the Intemational Conference of Building Officials as a basic plan submittal under the 1994 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Department for additional requirements. ,". P P R ~',::':: to Fi,~rd !nSD?:c1ions h H:,J: nki~I~~ 8~1:!G;;'f~ [)\:'~t. ~H~I",j.t.4. ~....Plan Che~~:ar 6/97 Single Family Residential Detached Garage NOTE: Roof not to exceed 24 foot span 2x_rafters spaced_" o.c. (example: 2 x 10 Rafters Spaced 24' D.C.; Sheathing (example: 1/2' exterior plYWOOd) Minimum lx_ridge board (example: 1 x /2) Roof covering ~TE6t.- (example: Class A 3 laD shingles) Underlayment C; reEl (examole: 2 layers 15/1 feft) 12 pitch I ~ Provide solid 2x blocking between rafters or trusses 2x_ceilingjoists@_0.c. (example: 2 x 8 @ 24' D.c.; Double 2x_top plate (example: 2 x 4) Note: Pre-engineered roof trusses wltruss clips and hardened nails may be used in lieu of roof structure shown. Span ;)C?' (example: 23' 5') }"7' Ceiling height _~ (example: 81 \,- ;' --i; Diagonal wind bracing or plywood shear panels @ corners and each 25' of wall. Siding ({reEL (example: lap or T-11 f) ...:i .' , . ........ ..... I , , , I . !..... Wall sheathing (example: 'k exterior plywood) . . . . .' ..' .... 2x_studs @_ O.c. (example: 2 x 4 (J 24" D.C.; Cont. 2x_sill plate (example: 2 x 4) oundation Detail A o Foundation"Oetall 8 (see page 4) ---- Footing size_x_ (example: 8' x 10') This handout was developed by the Colorado Chapter of the International Conference of Building Officials as a basic plan submittal under the 1994 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Department lor additional requirements. 3 r; 6/97 I - -- Single Family Residential Detached Garage Lap siding over foundation a _. minimum of 1 ". ... '''.. 6" min. Finished grade Note: Check with local building department for swelling soils. Caissons may be required. 8" min. I Lap siding over. f~undation ,~ ---..'" iTll1lmum of 1 . I / i Finished grade . i 6" min. , i To below frost line I Note: Check with local building department for swelling soils. Caissons may be required. I This handout was developed by the Colorado Chapler of the International Conference of Building Officials as a basic plan submittal under the 1994 Uniform Codes. It is not intended to cover all circumstances. Check with your Building Department for additional requirements. .---- /' '12" diameter steel anchor bolts 6'-0" a.c. max., 7" min. oenetratlon max. 12" from corner and 1 i' Irom eacn end of plate. Bottom plate shall be treated wood or Foundation redwood , ---- i I. L,;. // 3 '12" Minrmum Concrete Slab / . . =---..L- 3" ----.- I "- #4 rebar min. cont. top & bottom 8" .~ 'Ii' diameter steel anchor bolts 6'-0" a.c. max., 7" min. penetration max. 12" from corner and 12" from each end of plate. r Bottom plate shall be treated . wood or Foundation redwood I loj .... I I I I I I I I 3 'Ii' Minimum concrete slab > ~.:8"':C2."': :;;q2.ils:c~ jGiil: Provide #4 rebar vert. @ 4'-0" O.C. insert rebar into concrete footing or key way . .. , i3" ',,----- #4 rebar min. continuous top of stemwall & at footing 4 INSPECTIONS WILL BE MADE UNL SS THIS CARD IS POST ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS JOBAODRESS '-\(,)?'tJ D<C:~\ \J S, BUILDING PERMIT NO. \ :\ do () 1 OWNER .c~~ CR-SD <c. WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD ifffxAd't:db(J~ DATE ISSUED ~)'Ch~- 0\ I TYPE I OCCUPANCY I CONTRACTOR T)l:;t (::: SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings ~ 1J2LJ I~ ~ Caissons I I U Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation (above must be signed prior to framing inspection) Framing Insulation Drywall nailing Roofing Refrigeration Electrical underground /7J.7 - Final /J- ;?- .5 -oC{ ~..#T Electrical II- I (), c' cl Plumbino Heatino & Ventilation . ' Frame \ '^'-tJ ~\AI\.-. \ 1- 10 -() (-I HfB R.OW. & Drainage J Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER g'ij"UIIm.2~T;t~~t2! .f1. ,~...~...- Hl:n;~lltQH",.lIM' Q ~.