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Home My WebLink About3333 Simms StreetINDEX: S1-1 GENERAL NOTES S1-2 GENERAL NOTES/LEGEND ON SITE PLANS S2-1 FOUNDATION PLAN MUST BE ON SITE FOR INSPECTION TYP. PUSH PIER DETAIL ALL Projects are Subject to Field Inspections BUILDER INFORMATION Complete Basement Systems 11795 East 45th Ave Denver, CO 80239 720-487-9568 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. Design Criteria: 1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge Amendments 2. Dead loads 2.1. Roof 20psf 2.2. Floor 12psf 2.3. Walls 10psf 3. Live loads 3.1. Residential40psf 3.2. Roof 20psf CITY OF WHEAT RIDGE INSPECTION REQUIRED PRIOR TO BACKFILL 4. Snow loads PROVIDE ENGINEER OBSERVATION LETTER AT FINAL INSPECTION 4.1. Roof snow load 30psf 5. Wind loads 5.1 Exposure Category C J@y E_ oi- DN:DC "a�-us.Kell O=L E"IM aABfi BB O Remo: 14m ADD nw 5.2 135 mph Ultimate Wind Speed 10" = city of 6. Seismic LoadsWheatR�dge COMMUNITY DEVEIIWi 6.1 Seismic Design Category: B APPROVED 6.2 Site Class: "D" per USGS -10 . Reviewed for Code compliance 7. Soil Bearing Capacity = 1,500 psf (assumed) Randy Slusser 2/17/2021 Plana Examiner Date yapdM of oen.r: WW MWWW of a pampor WPMWCfFhM specQlca[Aaee adaonlpwwws shoo rot be a pematfas ad" aw"W of. ay wiftan m agofthe wowstmaJmetUWVcodeaofawaraeaefaM& fk4mb psesammp so pee owo" to r bkw a eaxd Ift ANWONa" CIFrM Aoft rods a oM+a ardf faaaerW ur afr Map as fx cart Foundation Design: 1. Soil conditions and types shall be verified by a Engineer during excavation. 2. 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. 3. Design of individual and continuous footings is based on an assumed maximum allowable bearing pressure of 1500 lbs. per square foot (dead load plus full live load), placed on the natural undisturbed soil, or compacted structural fill below frost depth. STEEL PUSH PIERS: 1. Grip Tite: Push Pier with sleeve and bearing cap and with FP3BA Retrofit Bracket 2. Install with a calibrated hydraulic ram with known pressure -to -axial -force ratio. 3.. Pier depth is dependent on depth of bearing soil adequate to provide the specified pressure resistance, therefore, depth is not specified. Pier to be advanced until refusal is attained. 4. Installation pressure serves as empirical verifications of pier capacity, yielding an onsite load test for each pier. Therefore, soils testing is not necessary for generating a theoretical capacity. 5. Piers shall be push piers, installed at locations shown on the plans. 6. It is assumed the each new pier will achieve penetration into bedrock or competent soil, and can be installed to the specified capacity. Should bedrock or competent soil not be reached within reasonable depth this office should be notified for further instructions. 7. Contractor is to maintain accurate pier depth and pressure / torque charts for each pier, showing depth and pressure / torque at each shaft section. Charts shall be filled out in real time during installation, and maintained onsite for engineer review during inspection. Charts shall be provided to engineer in final form upon completion. Special Inspections 1. Special inspections shall be provided per the requirements in the UES Evaluation Report #391, Section 3.3 as well as the requirements of the 2018 IBC Section 1705.9. 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 the drawings, J@y E_ oi- DN:DC "a�-us.Kell O=L E"IM aABfi BB O Remo: 14m ADD nw as noted on minimum concrete protection H sS L -n., s for reinforcing shall be in accordance with ACI 318-05/318R-05. c> : �� :20 :moo 4. No. 5 or larger reinforcing bars shall not be re-bent. : Y 0054409 N 5. Welding of rebar is not permitted unless procedure is approved by -10 . the Structural Engineer. ONAL =XP. 10/31/21 REVISIONS DATE T N 0 N CO N W r H N Z 31V( J J W LI A9 (9 Ji03F H 14 Z O e ~ oJ N �NVW urn a� m NNO� Z M 2 O Z aMWO ZZ 3 M O U. V IN M O ZaN U a0oo� ZJcc, d4W �WNU0Z WW WG � Z�~O Z 0OOW W ONW~� o Q0 JOB NO. 2027-9706 SHEET SI -11 OF 3 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 %", 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 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 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 # 00004) LOAD ON PIER HELICAL PIER H.P. #� PIER # (0004) � LOAD ON PIER WALL ANCHOR City of W.A. #x ANCHOR # Wheat Ridge WALL BRACE Building Division W R #x BRACE # CARBON FIBER C.F. #x �- CARBON FIBER # , POST•.�oM.P. sMONO #x i- POST# C10N ()LOAD ON PIER�<v�1/2:. REVISIONS DATE T N O N co R W H N 00 31V( ZZ w w O Z W A8 (7 JiO3F Q O eM N�oJ N m 0 v W fW � a� m U)tooiir On Z a�WO ZZ 3 n LL v iui eN O Z aN U O00 O W NJ 2WNIv(PZ W LU Z1!J~O Z �OoW WOyW~� O � CO JOB NO. 2027-9706 SHEET� S11-2 OF 3 CITY OF WHEAT RIDGE INSPECTION REQUIRED PRIOR TO BACKFILL PROVIDE ENGINEER OBSERVATION LETTER AT FINAL INSPECTION (N) P.P. #1 0 2 S2-1 0D w (E) HOUSE/ BASEMENT ih 0 Fl - 3':n 7'- (N) P.P. #8 (15.2k) (E) GARAGE/ (N) P.P. #7 SLAB (15.2k) 7' -1'-6" (N) P.P. #9 (15.2k) (N) P.P. #10 D FOUNDATION PLAN 1/16" = 1'-0" NOTES: 1. SEE SHEETS S1-1 THROUGH S1-4 FOR GENERAL NOTES. 2. INSTALL PUSH PIERS PER PLAN. P.P. #2 (15.2k) P.P. #3 (15.2k) P.P. #4 P.P. #5 (15.2k) P.P. #6 FRONT OF HOUSE d IIIIIIIIIIIII a d •a a PP BRACKET d A • a (E) FOUNDATION WALL (E) SLAB FLOOR • I II I I� � �I I I� c d. a II III II ° FIELD VERIFY (N) PUSH PIER, SLEEVE AND BEARING CAP P/N: IMG PP21617-34 2 TYP. PUSH PIER DETAIL C�%NAL City of Wheat RidgeBuilding Division REVISIONS DATE T N J N Q Z � N 0-0 N Z W 31v(3 0 J zZ) Z) a- AS 0 d )iO3HO LL Q O eM NI...oJ N mtovLLI W � a� m U) to Im ommz a�WO zz 3 m O LL v iui eN O z a N U 43 a00, cs 0 pgWLU C4U0Z WW --j W0O 1O Z~Z — �OC4 A oW zr- o wo C� JOB NO. 2021-9106 SHEET S2-1 OF 3 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com 2/12/2021 RE: Job# 2021-9106 3333 Simms St. Wheat Ridge, CO 80033 As requested, a site visit and observation were performed at the property located at the address above on 2/10/2021 at approximately 9:00 a.m. by Kelly Hoiness, 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 building is assumed to have been built in 1968 (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 lap siding and partial brick veneer. The observation was visual and limited to the exterior and the interior house. No observation was performed on the roof structure. For purposes of this report, we assume that the house faces east. Observations • Cracks in the interior finishes, multiple areas on the main level. The majority of the cracks appear to be on the east side of the house. • Cracks in the interior finishes, multiple areas on the basement level • The half foundation wall is slightly out of plumb on the west wall of the basement, near the south end. There are cracks in the interior finishes in this area and it appears there has been some slight lateral movement of the foundation wall. • The basement interior finishes do not appear to be floated • Cracks in the garage interior finishes • Crack in the south foundation wall • Crack in the west foundation wall • Cracks in the brick veneer on the west wall • Gaps between the brick veneer and siding on the west wall • Stepping cracks in the brick veneer on the south wall • Cracks in the brick veneer on the east wall • Gaps between the brick veneer and window on the east wall • Crack in the porch slab on the east wall • Crack in the foundation on the east wall • Crack in the foundation on the north wall • Separation between the front porch slab and foundation on the east wall 1 City of Wheat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Recommendations The cracks observed in the walls were likely caused by vertical and lateral movement of the foundation. These movements are most likely caused by contraction and expansion of the soil due to changing moisture content. The following is a prioritized list of recommended repairs that should be made to stabilize the foundation: • There appears to have been differential vertical movement of the house, with the most prominent movement on the east side of the house. This was indicated by the cracks in the interior finishes, the cracks in the brick veneer, and the cracks in the foundation. Install (5) new push piers on the east wall, (1) new push pier on the north wall, (2) new push piers on the south wall, and (2) new push piers on the south wall of the garage to help mitigate vertical movement of this area. • Monitor the half -wall foundation on the west side of the basement for further signs of lateral movement. These signs may include new or worsening cracks in the foundation, additional movement of the brick veneer on the exterior, subsiding of soil surrounding the foundation, damage to the basement interior finishes, and/or moisture intrusion in the basement. If further signs of lateral movement are observed, the homeowner should contact DL Engineering for further assessment. • Monitor the remainder of the home for further signs of vertical movement, particularly the southwest corner of the house. These signs may include new or worsening cracks in the interior finishes, new or worsening cracks in the foundation, floors that become more out of level, and/or doors and windows that become difficult to operate. If further signs of vertical movement are observed, the homeowner should contact DL Engineering for further assessment. • Ensure proper grading and drainage around the perimeter of the house to help prevent excess moisture accumulation in the soil surrounding the foundation. Doing so help will reduce soil volume fluctuations and pressure on the foundation. See best practices for foundation maintenance for additional information. • Patch and monitor any cracks in concrete, brick veneer, and drywall. This will give a baseline for any new movement. If new movement is observed, contact DL Engineering Inc. for further assessment. • Differential vertical movement of the foundation is caused by several variables which are beyond our ability to control or forecast. This observation only addresses the areas that appear to be actively moving and includes recommendations to stabilize these areas. With any vertical foundation movement, the only way to ensure complete stability is to fully underpin the entire foundation. 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. Best Practices for Foundation Maintenance The following best practices are actions to maintain the service life of the foundation that can be applied to all structures. Proper site drainage and placement of vegetation alone may not prevent movement of a structure; however, they are prudent steps to avoid the contraction and expansion of the soil due to changing moisture content. We share the following information, which is not property specific, with all our clients. 2 City of Wheat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com 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. 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: Cracks in the interior finishes, multiple areas on the main level City of 3 Wheat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 2: Cracks in the interior finishes, multiple areas on the main level Figure 3: The half foundation wall is slightly out of plumb on the west wall of the basement near the south end. City of 4 Wheat Ridge Building Division •2. G - OL ENGINEERING, INC. 9100 W Jewell Ave Lakewood, CO 80232 720-440-9450 www.diengineer.com Figure 4: Crack in the south foundation wall Figure 5: Cracks in the brick veneer on the east wall City of heat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 6: Cracks in the brick veneer on the east wall Figure 7., Crack in the foundation on the east wall City of Voeat Ridge Building Division —� 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com 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 khoiness@dlengineer.com ° a Sincerely, Kelly Hoiness, PE C) Y N: 0054409 �SS��NA� EAG\ EXP. 10/31/21 City of Wpeat Ridge Building Division From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Foundation Repair Date: Friday, February 12, 2021 10:55:41 AM Foundation Repair This application is exclusively for FOUNDATION REPAIRS. YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes Foundation Repair? PROPERTY INFORMATION Property Address 3333 Simms Street Property Owner Name Buehler, Kelly Property Owner Phone 713-315-1415 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" kelly@buehlr.com Wheat Ridae Payment Form 3333 Simms Sj= CONTRACTOR INFORMATION Contractor Business Complete Basement Systems Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the 60125 City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address 720-507-2711 cbs.permits@completebasementsystems.net Retype Contractor cbs.permits@completebasementsystems.net Email Address DESCRIPTION OF WORK Location of Work North, East and South Foundation How is repair being push piers done? Piers, strips, etc. # of Piers or Strips 10 Upload engineer letter or pages on 8 1/2" x 11" only Repair Plan Set on 11'x17" only - if applicable Obs Letter 3333 Simms St.odf Project Value (contract 11900 value or cost of ALL materials and labor) 10 x $1,250 = $12,500 Valuation SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for COMPLETE BASEMENT SYSTEMS INC Permit 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. Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Foundation Repair PERMIT - 202100275 PERMIT NO: 202100275 ISSUED: 02/17/2021 JOB ADDRESS: 3333 Simms St EXPIRES: 02/17/2022 JOB DESCRIPTION: Foundation report on north, east and south foundation with 10 push piers. *** CONTACTS *** OWNER (713)315-1417 BUEHLER KELLY SUB (303)805-8751 RODNEY MARTIN 060125 COMPLETE BASEMENT SYSTEMS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,500.00 FEES Total Valuation 0.00 Plan Review Fee 163.70 Use Tax 262.50 Permit Fee 251.85 ** TOTAL ** 678.05 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Inspection by Wheat Ridge Building Inspector required prior to backfill. Observation letter from Engineer to be provided to Wheat Ridge Building Inspector at Final Inspection. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Foundation Repair PERMIT - 202100275 202100275 ISSUED: 02/17/2021 3333 Simms St EXPIRES: 02/17/2022 Foundation report on north, east and south foundation with 10 push piers. 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�permrt. I further attest that I am leg ally 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 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 02/17/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Foundation Repair Date: Friday, February 12, 2021 10:55:41 AM Foundation Repair This application is exclusively for FOUNDATION REPAIRS. YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes Foundation Repair? PROPERTY INFORMATION Property Address 3333 Simms Street Property Owner Name Buehler, Kelly Property Owner Phone 713-315-1415 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" kelly@buehlr.com Wheat Ridae Payment Form 3333 Simms Sj= CONTRACTOR INFORMATION Contractor Business Complete Basement Systems Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the 60125 City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address 720-507-2711 cbs.permits@completebasementsystems.net Retype Contractor cbs.permits@completebasementsystems.net Email Address DESCRIPTION OF WORK Location of Work North, East and South Foundation How is repair being push piers done? Piers, strips, etc. # of Piers or Strips 10 Upload engineer letter or pages on 8 1/2" x 11" only Repair Plan Set on 11'x17" only - if applicable Obs Letter 3333 Simms St.odf Project Value (contract 11900 value or cost of ALL materials and labor) 10 x $1,250 = $12,500 Valuation SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for COMPLETE BASEMENT SYSTEMS INC Permit 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. Email not displaying correctly? View it in your browser. 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 %", 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 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 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 # 00004) LOAD ON PIER HELICAL PIER H.P. #� PIER # (0004) � LOAD ON PIER WALL ANCHOR City of W.A. #x ANCHOR # Wheat Ridge WALL BRACE Building Division W R #x BRACE # CARBON FIBER C.F. #x �- CARBON FIBER # , POST•.�oM.P. sMONO #x i- POST# C10N ()LOAD ON PIER�<v�1/2:. REVISIONS DATE T N O N co R W H N 00 31V( ZZ w w O Z W A8 (7 JiO3F Q O eM N�oJ N m 0 v W fW � a� m U)tooiir On Z a�WO ZZ 3 n LL v iui eN O Z aN U O00 O W NJ 2WNIv(PZ W LU Z1!J~O Z �OoW WOyW~� O � CO JOB NO. 2027-9706 SHEET� S11-2 OF 3 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com 2/12/2021 RE: Job# 2021-9106 3333 Simms St. Wheat Ridge, CO 80033 As requested, a site visit and observation were performed at the property located at the address above on 2/10/2021 at approximately 9:00 a.m. by Kelly Hoiness, 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 building is assumed to have been built in 1968 (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 lap siding and partial brick veneer. The observation was visual and limited to the exterior and the interior house. No observation was performed on the roof structure. For purposes of this report, we assume that the house faces east. Observations • Cracks in the interior finishes, multiple areas on the main level. The majority of the cracks appear to be on the east side of the house. • Cracks in the interior finishes, multiple areas on the basement level • The half foundation wall is slightly out of plumb on the west wall of the basement, near the south end. There are cracks in the interior finishes in this area and it appears there has been some slight lateral movement of the foundation wall. • The basement interior finishes do not appear to be floated • Cracks in the garage interior finishes • Crack in the south foundation wall • Crack in the west foundation wall • Cracks in the brick veneer on the west wall • Gaps between the brick veneer and siding on the west wall • Stepping cracks in the brick veneer on the south wall • Cracks in the brick veneer on the east wall • Gaps between the brick veneer and window on the east wall • Crack in the porch slab on the east wall • Crack in the foundation on the east wall • Crack in the foundation on the north wall • Separation between the front porch slab and foundation on the east wall 1 City of Wheat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Recommendations The cracks observed in the walls were likely caused by vertical and lateral movement of the foundation. These movements are most likely caused by contraction and expansion of the soil due to changing moisture content. The following is a prioritized list of recommended repairs that should be made to stabilize the foundation: • There appears to have been differential vertical movement of the house, with the most prominent movement on the east side of the house. This was indicated by the cracks in the interior finishes, the cracks in the brick veneer, and the cracks in the foundation. Install (5) new push piers on the east wall, (1) new push pier on the north wall, (2) new push piers on the south wall, and (2) new push piers on the south wall of the garage to help mitigate vertical movement of this area. • Monitor the half -wall foundation on the west side of the basement for further signs of lateral movement. These signs may include new or worsening cracks in the foundation, additional movement of the brick veneer on the exterior, subsiding of soil surrounding the foundation, damage to the basement interior finishes, and/or moisture intrusion in the basement. If further signs of lateral movement are observed, the homeowner should contact DL Engineering for further assessment. • Monitor the remainder of the home for further signs of vertical movement, particularly the southwest corner of the house. These signs may include new or worsening cracks in the interior finishes, new or worsening cracks in the foundation, floors that become more out of level, and/or doors and windows that become difficult to operate. If further signs of vertical movement are observed, the homeowner should contact DL Engineering for further assessment. • Ensure proper grading and drainage around the perimeter of the house to help prevent excess moisture accumulation in the soil surrounding the foundation. Doing so help will reduce soil volume fluctuations and pressure on the foundation. See best practices for foundation maintenance for additional information. • Patch and monitor any cracks in concrete, brick veneer, and drywall. This will give a baseline for any new movement. If new movement is observed, contact DL Engineering Inc. for further assessment. • Differential vertical movement of the foundation is caused by several variables which are beyond our ability to control or forecast. This observation only addresses the areas that appear to be actively moving and includes recommendations to stabilize these areas. With any vertical foundation movement, the only way to ensure complete stability is to fully underpin the entire foundation. 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. Best Practices for Foundation Maintenance The following best practices are actions to maintain the service life of the foundation that can be applied to all structures. Proper site drainage and placement of vegetation alone may not prevent movement of a structure; however, they are prudent steps to avoid the contraction and expansion of the soil due to changing moisture content. We share the following information, which is not property specific, with all our clients. 2 City of Wheat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com 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. 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: Cracks in the interior finishes, multiple areas on the main level City of 3 Wheat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 2: Cracks in the interior finishes, multiple areas on the main level Figure 3: The half foundation wall is slightly out of plumb on the west wall of the basement near the south end. City of 4 Wheat Ridge Building Division •2. G - OL ENGINEERING, INC. 9100 W Jewell Ave Lakewood, CO 80232 720-440-9450 www.diengineer.com Figure 4: Crack in the south foundation wall Figure 5: Cracks in the brick veneer on the east wall City of heat Ridge Building Division 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com Figure 6: Cracks in the brick veneer on the east wall Figure 7., Crack in the foundation on the east wall City of Voeat Ridge Building Division —� 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.diengineer.com 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 khoiness@dlengineer.com ° a Sincerely, Kelly Hoiness, PE C) Y N: 0054409 �SS��NA� EAG\ EXP. 10/31/21 City of Wpeat Ridge Building Division INDEX: S1-1 GENERAL NOTES S1-2 GENERAL NOTES/LEGEND ON SITE PLANS S2-1 FOUNDATION PLAN MUST BE ON SITE FOR INSPECTION TYP. PUSH PIER DETAIL ALL Projects are Subject to Field Inspections BUILDER INFORMATION Complete Basement Systems 11795 East 45th Ave Denver, CO 80239 720-487-9568 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. Design Criteria: 1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge Amendments 2. Dead loads 2.1. Roof 20psf 2.2. Floor 12psf 2.3. Walls 10psf 3. Live loads 3.1. Residential40psf 3.2. Roof 20psf CITY OF WHEAT RIDGE INSPECTION REQUIRED PRIOR TO BACKFILL 4. Snow loads PROVIDE ENGINEER OBSERVATION LETTER AT FINAL INSPECTION 4.1. Roof snow load 30psf 5. Wind loads 5.1 Exposure Category C J@y E_ oi- DN:DC "a�-us.Kell O=L E"IM aABfi BB O Remo: 14m ADD nw 5.2 135 mph Ultimate Wind Speed 10" = city of 6. Seismic LoadsWheatR�dge COMMUNITY DEVEIIWi 6.1 Seismic Design Category: B APPROVED 6.2 Site Class: "D" per USGS -10 . Reviewed for Code compliance 7. Soil Bearing Capacity = 1,500 psf (assumed) Randy Slusser 2/17/2021 Plana Examiner Date yapdM of oen.r: WW MWWW of a pampor WPMWCfFhM specQlca[Aaee adaonlpwwws shoo rot be a pematfas ad" aw"W of. ay wiftan m agofthe wowstmaJmetUWVcodeaofawaraeaefaM& fk4mb psesammp so pee owo" to r bkw a eaxd Ift ANWONa" CIFrM Aoft rods a oM+a ardf faaaerW ur afr Map as fx cart Foundation Design: 1. Soil conditions and types shall be verified by a Engineer during excavation. 2. 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. 3. Design of individual and continuous footings is based on an assumed maximum allowable bearing pressure of 1500 lbs. per square foot (dead load plus full live load), placed on the natural undisturbed soil, or compacted structural fill below frost depth. STEEL PUSH PIERS: 1. Grip Tite: Push Pier with sleeve and bearing cap and with FP3BA Retrofit Bracket 2. Install with a calibrated hydraulic ram with known pressure -to -axial -force ratio. 3.. Pier depth is dependent on depth of bearing soil adequate to provide the specified pressure resistance, therefore, depth is not specified. Pier to be advanced until refusal is attained. 4. Installation pressure serves as empirical verifications of pier capacity, yielding an onsite load test for each pier. Therefore, soils testing is not necessary for generating a theoretical capacity. 5. Piers shall be push piers, installed at locations shown on the plans. 6. It is assumed the each new pier will achieve penetration into bedrock or competent soil, and can be installed to the specified capacity. Should bedrock or competent soil not be reached within reasonable depth this office should be notified for further instructions. 7. Contractor is to maintain accurate pier depth and pressure / torque charts for each pier, showing depth and pressure / torque at each shaft section. Charts shall be filled out in real time during installation, and maintained onsite for engineer review during inspection. Charts shall be provided to engineer in final form upon completion. Special Inspections 1. Special inspections shall be provided per the requirements in the UES Evaluation Report #391, Section 3.3 as well as the requirements of the 2018 IBC Section 1705.9. 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 the drawings, J@y E_ oi- DN:DC "a�-us.Kell O=L E"IM aABfi BB O Remo: 14m ADD nw as noted on minimum concrete protection H sS L -n., s for reinforcing shall be in accordance with ACI 318-05/318R-05. c> : �� :20 :moo 4. No. 5 or larger reinforcing bars shall not be re-bent. : Y 0054409 N 5. Welding of rebar is not permitted unless procedure is approved by -10 . the Structural Engineer. ONAL =XP. 10/31/21 REVISIONS DATE T N 0 N CO N W r H N Z 31V( J J W LI A9 (9 Ji03F H 14 Z O e ~ oJ N �NVW urn a� m NNO� Z M 2 O Z aMWO ZZ 3 M O U. V IN M O ZaN U a0oo� ZJcc, d4W �WNU0Z WW WG � Z�~O Z 0OOW W ONW~� o Q0 JOB NO. 2027-9706 SHEET SI -11 OF 3 City of Wheat Ridge E -Res. Furnace Replacement PERMIT - 202000321 PERMIT NO: 202000321 ISSUED: 02/13/2020 JOB ADDRESS: 3333 Simms St EXPIRES: 02/12/2021 JOB DESCRIPTION: Replace 100K BTUs, 80% efficiency gas furnace in basement *** CONTACTS *** OWNER (713)315-1417 BUEHLER SCOTT SUB (303)340-3400 STEPHEN JUSSEAUME 120169 DOCTOR FIX -IT *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,083.00 FEES Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 64.74 ** TOTAL ** 104.74 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section 134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES -,, M4 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City ®f Wheat Ridge E -Res. Furnace Replacement PERMIT - 202000321 202000321 ISSUED: 02/13/2020 3333 Simms St EXPIRES: 02/12/2021 Replace 100K BTUs, 80% efficiency gas furnace in basement 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 and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of 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 granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any or any ordnance 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. ��of��t��o UZY13/2O20 O9�35 C0BA CDAO22323 AHUUNT 8PSP 3333 Simms St 1O4.74 H�UUNT PP / 8832 1O4.74 1�.74 ____ KimberlyMCook aQWJ From: no-reply@ci.wheatridge.co.us Sent: Thursday, February 13, 2020 9:01 AM To: CommDev Permits Subject: Online Form Submittal: Residential Furnace/Boiler Replacement Permit Application Categories: Kim Residential Furnace/Boiler Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT FURNACE or BOILER - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement residential furnace or boiler like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACHED RANDOM FORMS** 3333 Simms St Scott Buehler 713-315-1417 permits@calIdoctorfixit.com CC AUTHORIZATION FORM 3333 SIMMS ST FURNACE APPLICATION.pdf CONTRACTOR INFORMATION Contractor Business DOCTOR FIX IT HEATING COOLING & ELECRIC Name 1 Contractor's License 120169 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-340-3400 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address permits@calldoctorfixit.com Retype Contractor Email permits@calldoctorfixit.com Address DESCRIPTION OF WORK What type of unit is being Furnace installed? Number of BTUs 100 What is the efficiency 80 (%) of the unit? Is the unit GAS or gas ELECTRIC? Where is the furnace or BASEMENT boiler located (for example, basement, crawlspace, etc)? Project Value (contract 3083 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit N has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Ofelia Rivera Permit Email not displaying correctly? View it in your browser. �;M GV_SS3—) INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupanc /Y Type 19E 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 Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inst Underground/Slab Inspections Date Inspector Initials I Comments Electrical Sewer Service Plumbing Do Not Cover Undprnrniind nr Rol.,...n.,_ci�M 1n1. 1, n_:__ T_ w s Rough Inspections - - Date ----- ..--......gym Inspector Initials . •, ^NM—val yl i nv moove inspections Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. 'For low voltage Dermits - PIPaSP ha curs that rni ink in _,.♦in. .+ ----r--- -^•-- ��•••1+.�.�+�+ ��.+1.� u�c � lu vwuwL aiiu eieclnGal iow voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather s City of Wheat Ridge Residential Roofing PERMIT - 201703537 'ERMIT NO: 201703537 ISSUED: 07/10/2017 OB ADDRESS: 3333 Simms ST EXPIRES: 07/10/2018 OB DESCRIPTION: Residential Re -roof to install asphalt shingles - 21.44 sq. ** CONTACTS *** )WNER (303)202-3900 BROWNE RICHARD J ;UB (303)778-8010 Scott Lawerance 019349 AquaDuct Roof & Gutters ** PARCEL INFO *** ;ONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / E** FEE SUMMARY *** ESTIMATED PROJECT VALUATI(5N: 7,311.00 FEES Dotal Valuation 0.00 Jse Tax 153.53 Permit Fee 172.60 ** TOTAL ** 326.13 *** 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 lnew or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder_ extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer instailation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. A City of Wheat Ridge Residential Roofing PERMIT - 201703537 PERMIT NO: 201703537 ISSUED: 07/10/2017 JOB ADDRESS: 3333 Simms ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 21.44 sq. *** CONTACTS *** OWNER (303)202-3900 BROWNE RICHARD J SUB (303)778-8010 Scott Lawerance 019349 AquaDuct Roof & Gutters *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,311.00 FEES Total Valuation 0.00 rw 1%6 Use Tax 153.53 Permit Fee 172.60 ** TOTAL ** 326.13 *** 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 ori the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge a Residential Roofing PERMIT - 201703537 PERMIT NO: 201703537 ISSUED: 07/10/2017 JOB ADDRESS: 3333 Simms ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re—roof to install asphalt shingles — 21.44 sq. 11 by m signature,° do hereby attest that the work to be performed shall comply with all accompanying= approved plans and specifications, applicable building codes, and•�all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le al owner.of the pr3eiTy and am authorized to obtain this permit and perform the work described and approved in conjunction with this per <'I fur `"r att at I am leggally authorized to include all entities named within this document as parties to the work to be perfofine an k perforated is disclosed in this document and/or its' accompanying approved plans and specifications. Si d`ture dr i"OWNER or CONTRA'CTOR.. Circle one) Date 1. This permit was issued based on the inibnnation 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 plans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing. and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issua ranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabl�'co e r any ordmaus�.er regVlaticin 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. Dan Schultz Z0 [ 70553 From: no-reply@ci.wheatridge.co.us Sent: Monday, June 26, 2017 1:12 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application n 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 S 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 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. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3333 Simms Street Property Owner Name Rick and Jan Browne Property Owner Phone 303-202-3900 Number Property Owner Email thisisrick@aol.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name AquaDcut Roof and Gutters Contractor's License 01-9349 Number (for the City of Wheat Ridge) Contractor Phone 303-778-7663 Number Contractor Email Address quotes@aquaductgutters.com Retype Contractor Email quotes@aquaductgutters.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Replace only 30 year dimensional shingles (tie into existing Material modified roofing on patio cover) Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 21.44 material selected above? Does any portion of the f. No property include a flat / roof? If yes, how many squares Field not completed. on the flat roof? 2 TOTAL SQUARES of all 21.44/' roofing material for this proj ect Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) 7311.0 House Project Value (contract 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 Scott Lawrence Email not displaying correctly? View it in your browser. 3 Bid generated for Rick and Jan Browne Company Receipt Page Owens Corning TruDefinition® Duration LLT Terra Cotta Owens Corning TruDefinition® Duration LLT Total Cost : $ 9,984.16 . ' 130 mph wind resistance warranty ' UL 790, UL Class A Fire Rating, Class F anf H Wind Rating ' Integrated polymeric backing material ' Limited Lifetime warranty, vibrant color blends ' SureNail® and WeatherGuard& Technology Terra Cotta Authorized Signature Date Aqua Duct Roof & Gutters Custom bid generated for Rick and Jan Browne 3333 Simms Street Wheat Ridge, Colorado 80033 303-202-3900 Job site address 3333 Simms Street Wheat Ridge, Colorado 80033 303-202-3900 Product Choice : ILA Color Choice: ✓4 Customer Signatui J Date . 7- Z,� -17 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: _AAS, Job Address: 5 -3 3 Permit Number: ❑ No one available for inspection: Time d KM/PM Re -Inspection required: Yes �Np When corrections have been made, call for re -inspection at 303-234- Date:- "P ! Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: k`6 F Job Address: 53:35 S k Permit Number: ;2C11> 6) $ c• 3 9 ❑ No one available for inspection: Time D!-' r` �jpm Re -Inspection required: Yes 66) When corrections have been made, call for re -inspection at 303-234-5933 7 r Date: `f / �� r, Inspector: 1 , - v to l DO NOT REMOVE THIS NOTICE INSPECTION RECORD OccupancyRVpe '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 FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) ROUGHS Lath / Wall tie Mid -Roof Electr Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical HAS BEEN SIGNED ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final 1 Fire Department R.O.W H Drainage INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLICE WORKS Parking $ Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. ` * 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. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER i CITY OF WHEAT RIDGE Building Inspection Division ]~;Ir(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r' Job Address: ? F 5..- Permit Number: J e°` r; ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: O Q,G'r Inspector: _11 c . DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line J (303) 235 -2855 Office ' (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address /Permit Number: '7r/ El No one available for inspection: Time s!' AM/PM i Re- Inspection required: Yes ro f When corrections have been made, call -for re- inspection at 303;234 -5933 {) A IA Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge / Residential Roofing PERMIT - 091874 PERMIT NO: 091874 'ISSUED: ..09/01/2009 JOB ADDRESS: 3333-SIMMS ST- EXPIRES: 02/28/2010 DESCRIPTION: Reroof 26.67 sqs ***-.CONTACTS owner 303/202-3900 'Browne sub 303/778-8010 Scott Lawerance 01-9349 AquaDuct Roof & Gutters PARCEL. INFO ZONE CODE: UA USE: UA SUBDIVISION:' 0659 '.BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 9,438..00 FEES Permit Fee 235.70 Total Valuation .00 [y n0'Lel Use ;Tax 169.86 en **.TOTAL 405.58 : r... Conditions: - 6 nail installation& mid-roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from save edge to 2' inside' exterior walls.F Subject to field inspections. I hereby certify tha he setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules o lations of the City.of `Wheat: Ridge or covenants,.: easements or restrictions of record; that all measurements shown, allegations made are accurate;. that I have read and agree to abide by all conditions :printed on this application: an ('J ssume ful respo ibility for.. compliance with the Wheat Ridge Building Code. (L.B.C) and all other. applicable Wh 'n c ,`fo work under this permit. Plans subject to field inspection. Signature d co or owne date 1. This permit was issued in accordance with the.. provisions set forth.. in your application and is subject to the laws of the lState of Colorado and'to. the Zoning Regulations and Building Codes of Wheat Ridge,.. Colorado or any other. applicable ordinances of the City..;' 2. This permit: shall expire 180 days :from the issue date. Requests for an extension must be received. prior to expiration date. An extension may be granted at the discretion of the Building Official. 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 have been 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 proceeding with successive phases of the job. 6. The issuance. of a permit. or the approval of .'drawings and specifications shall not be construed to be a permit for, nor an approval of,{ a rolation of the provisions of the building codes or any other ordinance, law, rule or regulation. All. plan v4iejy subject to field inspections. Signature of hie. Building :Official date INSPECTI N REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY'-BUSINESS :DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~oFW"~TRa City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 ~ocorxra° Inspection Line: 303-234-5933 -33J Property Owner (please print): Building Permit Application gi m' 'J'-~'t' Date: U a j bc'j Plan A Permit C l p-4 Phone: 3 Mailing Address: (if different than property address) Address: Sub Contrac#ors Electrical City License Company: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ Description -o work' (as calculated per the Buildinq Valuation Data sheet) 4 Plan Review (due at time of submittal): $ -7 ~ Sq. Ft./L.Ft added: Squares c 3BTU's Gallons Amps c~ 11 Contractor License Phone: CJ o3) 77p - 7~(, 3 , DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 10946 8/1 /2000 Property Owner : Property Address : 3333 SIMMS ST Contractor License No. : 19349 Company : A-1 Home Remodelers Phone : Phone: 7788010 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulaiions of the City of Wheat Ridge or covenants, easements or restridions of record; thaR'all measuremenis shown, and allegations made are accurate; that I have read and agree to qbid by all conditions printed on this application, and that I assume full responsibdiry foi pliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe~[ Ridge, , inances, for work under this permit. (OWNER)(CONTRACTOR) Description : RESIDE (VINYL) 20 SQUARES Construction Value : $10,000.00 Permit Fee : $181.25 Plan Review Fee : $0.00 Use Tax : $150.00 Total: $331.25 Use: Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approvai: (7) accordance with the provisions set forth in yopur applicatlon and is subject lo the laws of the State of Colo2do and lo the Zoning Code of Whea[ Ridpe, Colorado or any other applicable orUinances of the Ciy. (2) (A) the work authoAZeO is not commencetl within sixry (BO) tlays M1om issue date or (8) Ne builtling authorizetl is suspended or f 120 tlays. (3) :w pertnit may be acquired for a fee of onahalf the amount nomaly required, provitletl no changes have been or will be made in the cations entl arry suspension or abantlonment has not exceetled one (1) year. If changes are made or if suspension or abantlonment fees shall be peid for a new pertnit. (4) hall be tlone that will change the natural flow of water causing a tlreinage problem. (5) e Builtling Inscector twenty-four (24) hours in advance tor all inspections antl shall receive written approval on inspEC6on card before Ive pheseBOtMe1'ob. (6) or the approval of drawin8s and specifications shall not be construetl to he a permtt for, nor an approval of, any violatlon of the provisions ny other ordinance, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHE T Prooerty Owner : °roperty Address : Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE / I~3333 J : /93`~~ Building Permit NumC=r : Da,e : I hereby certify that the setback distances DroposeC by this pertnit ; and tlo not violaro applica6le ordinances, rvles o ulaGOns ot the covenants. easements or restnaivns of rccortl: t alt mnaureme matle are accurate: that I have reatl antl agrc t abide by all con i application, and ihat 1 assume NII rcsponsibil' r~ pWncs f h CoCe (U.B.C.) and all other appliable 1/Vh@a idgpyqM inqq , or (OWNER)(CONTRACTOR) DeseriPtion : JG AND AGREEMENT pplitltlon ifG iCCtlntG, Ciry of 4Vheat Ridge or as snown, and alleqations ionS pnntetl On Mii Ne Wheat RiEge Building wark unaer tnis pertnit. % DATE'7f ` I "CTIS W ~ Construction Value : I~p Permit Fee : Use Tax : Phone: PhOne : 3U3 77U' ~d ~U Total : use : J U~ BUILDING DEPARTMENT USE ONLY Approval: Zoning : w_ n m Approval: CafflMW . l$7 Approval: Occupancy : Walls Roof Sq. Ft. : Stories : ResidenGal Units : Electncal License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiretion Date : Approval : Approval : Approval: (1) Tiw Permrt ras qws0 m mCmtObe Mtl~ pewiaM M n TDOK aOYkoEOn an! s i b Ih RC9u11 o M IO W~Ct laws ot 1M Stab ef CdoraOe aM m Ity • Gpy ~1tl Buqnq COOe af N~MRlti 1NOp~, CalaraOD a wry atlw ipptiODN aEnafl~ ot iM Clly. (1) Tnf CemMtltNtl eap~ R(A) V1f MOIk iutlql6l0 u n0I ~IRAnOM MNUn l~IY (60) Eiyf hom iOw Cmte Ot (B) tl1eDYiltlinq autl10RR0 UfuaPet7 Of abanarneC 1ar a oaioa ol 120 Eays ~~p b . (7) u.Inu Pertnrt aaPaea. i nw p~nnt ^y~' bs w~ne far a M a1on*.IWf vN anwnt nomrW ~7msE. pwiaC ro ehsnpes tuN Man a wiu Ce m~ae n tlr °"9""' "b'p"o~s w+er t~prebn ar aEr+mnmam ios na m~aama av (t)rw. n a~nyes a~ mwa a rt swaansen or a~eom'rnt e~ aw (t) Yrr. NY Ieo anul W Pw far a nw p,mN. (a) No worK ot ury mannr aMaY 0~ Caie YW W~arq~ tlr natlual Ilow ef ~ralr~f~p ~ y~ym@ppp~, (5) Cp~aoCmNa ~y~u 9~ ~~y~ y~b,bv Rq ~oues n advann far W wPa~tlers aM W6 naive r~n appw+~ m wpsbon e~d eebw (6) oe Tht tne wt ew~ af i pmmlalM ~OpoRf 0f ~awnpa iM ap~c~pqqalW nol0e OCnatrYeC b 0g a uiquq mGes a mY mwr admnw. w. nr Q nme.ee.~ Pe lor, nor m apprwal oe, arry vldaean ar eu wowaian A RIDGE, CO 80215 AppL1CATIo N SIC Chiet Buiiding Inspeetor `4DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10850 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7/17/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3333 SIMMS ST Phone : 237-2171 Contractor License No. : 20729 Company : SKYLIGHT SPECIALIST INC. Phone : 761-2200 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate appliwble ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable eat Rid e ordinancesf work under this permit. (OWNER)(CONTRACTOR) SIGNED V DATE_7& Description : REPLACE PORCH ROOF Construction Value : $3,337.00 Permit Fee : $97•25 Plan Review Fee : $0.00 Use Tax : $50.06 Total: $147.30 Use: Electricai License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This pertnit was issued in accorUance wfth the provisions set foRh in yopur appliwUOn and is subject lo the laws of the State of Coloredo and to the Zoning Regulations arW Builtlinp Code of Wheat Ridpe, Colorado or any other applicable ortlinances M the Ciry. (2) This permit shall ezpire if (A) the woilc authorized is not commencetl within sixry (80) tlays from issue tlate or (B) the builGing authonzed is suspende0 or abandoned for a penod W 120 tlays. (3) If this permk expires, a nev+ permit may be acquiretl for a fee of one-half the amount normally requireQ provided no changes have been or will be matle in the original plans antl specifcatbns and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permi4 (4) No woAc of any manner shall De done that will change the naturel Ilow of water causing a draina9e problem. (5) Contraclor shall notiry the Builtling Inspector twenry-four (24) hours in atlvance for all inspections antl shall receive wntten approval on inspection cartl before roceediing with suaessive phases o( the ~ob. (e) pThe issuance of a pertnit or the approval o~tlrawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any ofher ordinance, law, rule or requlaUon. Chief Building Inspector EPARTMENT OF PL/ANNING AND DEVELOPMENT P r BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) QA- c~ Contractor License No. : 2~? Z 1 Property Address: ~J2✓73 L✓lµ^``r> Buiiding Permit Number : Date : Phone : Z 3-? --2- l-) I CompanY : S-" l,i U fl T ~-TR.C._ ,(/J C_ , Phone :-7(o 1- 2. -L. l7 C OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all wnditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicabl eat Rid~ rdinances, jP or work under this permd. ~ ~ (OWNER)(CONTRACTOR) SIGNED V DATE 4G OO Description: ZLPL'rN-C- %k- ii,Re-- kq. Z.o~q J- Construction Value : Permit Fee : Use Tax : 3,33? 3~3 Total : Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Emma= Approval: Zoning : BR[ Approval: s Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approvai: Mechanical License No : Company: Expiration Date : Approval : (1) This pertnit was issuetl in accortlance with the provisions set foM in yopur appliwtlon antl is suhject to the laws of the State o! Colorado and to the:Zoning Regulations antl Builtling Cotle W Wheat Ritlge, Coloretlo or any oMer applipble ordinances of the Ciry. (2) This pertnit shall expire it (A) the work auVronzetl is not commenced wiNin sixty (80) Eays from issue tlate or (e) the builtling authorized is suspentled or abandoneA for a penotl of 120 tlays. (3) If this Dermk expires, a new pertnit may be acquireC for a fea of one-half the amount normally required provided no changes have been or will be made in the onginal plans anE speciflcaUOns antl any sus0ension or abantlonment has not exceetletl one (1) year. If changes are matle or if suspension or abantlonmenl exceeds one (i) year, /ull tees shall be paitl kr a new pertnil (4) No work af any manner shall be tlona that will change the natu2l fiow of water wusinq a drainaga pmblem. (5) Contraclor shall no6y the Building Inspeclor lwenty-kur (24) hours in atlvance kr all mspeclions antl shall receive wntten approval on inspedion wrtl before (6) The issuance of a pertnit ar of the builAing co0e5 ar any Property Owner : 'J cp-) a- and specifiwtions shall rqt be construed to De a pertnit for, nor an approval of, any violation of the provisions ~orregulaaon. . Chief Building Inspector DFPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95(1229) BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :6/16/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : HEPPE DAVID L Property Address : 3333 SIMMS ST Contractor License No. : Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy lhat 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 responsibiliN for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat I~idge ordinances, for work under this permil. (OWNER)(CONTRACTOR) SIGNED DATE Description : REROOF Phone: 237-2171 Phone: Construction Value : $1,000.00 Permit Fee : $25.00 Plan Review Fee : $0.00 Use Tax : $25.00 Total: $50.00 Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: M m (7) This permit was issued in aaortlance with the provisions set foM in yopur application and is sub'ect to the laws of ihe Slate of Colo2tlo and to the Zoning Regulalions antl Building Code of VMeat Ridge, Colorado or any other applicable ortlinances of e City(2) This permit shall expire if (A) the work authorize0 is not commenced within sixty (60) days from issue date or (B) the builtling authorized is suspentled or abanGOnetl for a period ot 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitled no changes have been or will be made in Ihe original plans antl specifwtions antl any suspension or abandonmenl has not exceetletl one (1) year. If changes are matle or it suspension or abantlonment exceeds one (1) year, full fees shall be paitl For a new permit. (4) No work ot any manner shall be tlone that will change the naturel flow of water wusing a dreinage problem. (5) Contractor shall no6fy the Builtling Inspector hvenry-four (24) hours in atlvance tor all inspections antl shall receive written approval on inspection card betore proceediing with successive phases oFthe 7ob. (6) The issuance of a permit or the approval of drewings and specifwtions shall not Ee construetl lo De a permit for, nor an approval ot, any violation otthe provisions of Ne building wtles or any other ortlinance, law, rule or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION r~_~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Date : Property Owner : E)C)-VC Property Address : ~333 S, Contractor License No. : Company : F4OI'?er1c✓1W Phone 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 restnctions of record; that all measurements shown, antl allegations made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordi nces, for work under this per it. (OWNER)(CONTR4CTOR) SIGNED ~ DATE , 1 1 C Description : 7(-w o* Ve S , A ?rl' l DEPARTMENT USE ONLY i Approval: Zoning : Approval: Psx~r~au~ Approval : Occupancy : Walls : Roof : Stories Construction Value : 1U00,47; j Permit Fee : ~-rj . ()O Use Tax : QS ,w Residential Units : Electrical License No : Company : Expiration Date : Approval : _j ns~~~,~ z1 P . Plumbing License No : Company : Expiration Date : Approval : j i PIil~irmm!itbU t '..'I Mechanical License No : Company : Expiration Date : Approval: (1) This permrt was issuetl in accordance with the provisions set Forth in yopur application antl is subject to the laws of [he State of Coloratlo antl ro Ne Zoning Regulations and Builtling Code ot VJheat Ritlge, Coloratlo or any other applicable oidinances of the City. (2) This permit shall expire it (A) the work authonzed is not wmmenced within sixry (60) days (rom issue date or (B) Ihe building authorizetl is suspended or abandoned for a penod of 120 tlays. (3) If this pertnit expires, a new permit may he acquired for a fee of ane-half the amount normally required, provided no chan9es have been or will be made in the original plans antl specifications antl any suspension or abandonment has not exceetled one (1) year. It changes are maUe or if suspension or aDanAOnmant exceeds one (1) year, (ull (ees shall bE paid for a new permit. (4) Nb work of any manner shall be tlone that wiil change Ihe natural flow of water causing a dreinage problem. (5) Contractor shall notiry the Builtling Inspector hvenry-four (24) hours in atlvance for all inspections and shall receive written approval on inspecUOn carU before proceetliing with successive phases of the job. (6) The issuance of a permit or lhe aDProval of drawings antl specificalions shall nol be consVUetl to be a permit for, nor an approval of, any viola6on of the provisions of Ihe building codes or any other ortlinance, law, rule or regulation. Chief Building Inspector Sr' W!~~tl n~KPL 601 Phone : a3 ! / / J For Mayor Building Permit Number : THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION