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HomeMy WebLinkAbout3551 Parfet Street12/6/2020 Liftech Corporation 12870 W. Alameda Pkwy Lakewood, CO 80228 RE: Job Number 2020-8179 Site Observation Visit (O'Connell) 3551 Parfet Street Wheat Ridge, CO 80033 9100 W Jewell Ave Lakewood, CO 80232 CIL ENGINEERING. INC. 720-440-9450 www.diengineer.com -17.� 2 e -;2C r f 9/7 DL Engineering Inc. reviewed the progress of construction for the subject project on September 24, 2020 & September 28, 2020 & October 2, 2020. The following is a summary of the observations made: New Observations: • Reviewed the helical piers. There were 4 piers installed on the south garage wall spaced at approximately 6'-3" o.c., 3 installed on the west garage wall spaced at approximately 7' o.c., and 2 piers installed under the new porch posts per plan. o The pier spacing was observed and appears to be in conformance with the construction documents. o The piers were installed to refusal or to a depth no less than that specified in the construction documents. o The helical piers appear to be installed in conformance with the structural mitigation plan. • Reviewed the concrete slab on grade. o Concrete forming & reinforcing was observed before concrete was poured. o The concrete slab on grade was poured & installed in conformance with the applicable building codes & construction documents. Volatile Soils: The moisture around the foundation elements must be controlled for the useful life of the building. Time has shown that Colorado soils can be unstable and structures can experience damaging movements due to expanding and shrinking soils, primarily when moisture changes occur. Maintaining consistent soil moisture contents around all foundation elements is crucial to minimizing foundation movements. Even with properly engineered/constructed foundation systems these volatile soils can still exert excessive pressures causing damage in the residence. If the Owner would like further insight about the on-site soil conditions and preventative measures, a Geotechnical Engineer should be consulted. Geotechnical Consideration: It is possible that the piers may consolidate the soil under the piers. Because of this, periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. It is recommended that a baseline survey be conducted immediately. The Owner should report all findings and reports to the Structural Engineer. If vertical movement of the foundation walls is discovered, the piers should be re -pressurized. A Geotechnical Engineer should be present for the re -pressurizing of the piers. 9100 W Jewell Ave Lakewood, CO 80232 LDL ENGINEERING, INC. 720-440-9450 www.dlengineer.com Disclaimer: In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber(«@dlengineer.com. Sincerely, Matt Weber, PE Matt Weber, P.E. Digitally signed by Matt Web�� DN: O=DL Engineering, cfd= Weber, P.E", E=mweber@dlengineer.co �4 M. Reason: I am the author of 's)3;", 250 4": � document Location: your signing locatio hp6 1k/ Date:2020-12-0618:17:37 Foxit PhantomPDF Version: 10. S�QAlA1 �N N City of Wheat Ridge Residential Foundation Repair PERMIT - 202001817 PERMIT NO: 202001817 ISSUED: 09/14/2020 JOB ADDRESS: 3551 Parfet St EXPIRES: 09/14/2021 JOB DESCRIPTION: Foundation repair - 7 helical piers **REVISION: Slab on grade in garage. Added valuation: $2,500 *** CONTACTS *** OWNER (303) 722-6772 WILLIAM A & JUDITH K 0 CONNELL GC (303)688-7979 DARREN CROTCHETT/BRIAN LEHNERZ 202213 LIFTECH CORPORATION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,250.00 FEES Total Valuation 0.00 Plan Review Fee 153.40 Use Tax 236.25 Permit Fee 236.00 ** TOTAL ** 625.65 *** 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* � � i City of Wheat Ridge �� Residential Foundation Repair PERMIT - 202001817 PERMIT NO: 202001817 ISSUED: 09/14/2020 JOB ADDRESS: 3551 Parfet St EXPIRES: 09/14/2021 JOB DESCRIPTION: Foundation repair - 7 helical piers **REVISION: Slab on grade in garage. Added valuation: $2,500 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 applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Thursday, November 12, 2020 9:20:37 AM Revision to Permit Application Permit Number 202001817 assigned to project PROPERTY INFORMATION Permit Number 2020 01817 Property Address 3551 Parfet Street Property Owner Name Judy O'Connell Property Owner Phone 303-722-6772 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email justgary75@gmail.com Address CONTRACTOR INFORMATION Contact Name Jackie Cornicelli Contact Phone Number 303-688-7979 (enter WITH dashes, eg 303-123-4567) Contact Email Address jackie@liftechcorp.com Retype Contact Email jackie@liftechcorp.com Address DESCRIPTION OF WORK Detailed Revised Slab on grade (garage) Scope of Work - Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 2020-8179 close out sianed.odf 2020-8179 Observation sianed. ndf No 2020-8179 PLANS sianed.ndf 2500.00 $2500 ADDITIONAL VALUATION APPROVED AS SUBMITTED SP Electronic-Payment-Form-Blda. ndf 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. 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 Submitting Jackie Cornicelli Revision Email not displaying correctly? View it in your browser. INDEX. DATE: JOB #: DL ENGINEERING INC. 9-9-2020 2020-8179 9100 W. JEWELL AVE. LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 3551 PARFET STREET WHEAT RIDGE, CO 80033 2018 IRC REVISION DATE: PAGE S1-1 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL GENERAL NOTES /LEGEND MW DL INDEX. S1-1 GENERAL NOTES ALL WORK SHALL COMPLY WITH BUILDER INFORMATION: 2018 IRC S1-2 GENERAL NOTES 2018 IBC 20181ECC Liftech Concrete Stabilization Systems S1-3 GENERAL NOTES /LEGEND 2020 NEC PO Box 621096 S2-1 FOUNDATION PLAN CITY OF WHEAT RIDGE AMENDMENTS Littleton, CO 80162 S2-2 GARAGE/PARTIAL HOUSE FOUNDATION PLAN 1-303-688-7979 . S3-1 TYP. HELICAL PIER DETAIL / ON SITE PLANS S3-2 TYP. HELICAL PIER W/ MONO POST DETAIL �� V'P:N:] 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. 3. After excavation and before placement of new foundations Professional Engineer to conduct evaluation and verification of in-situ soils and material at the bottom of underpinning pits to ensure materials are adequate to achieve the design bearing capacity. Foundation Design: 1- 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. 2. All steel for helical piles, push piers, helical anchors tiebacks, wall anchor tiebacks and connection hardware shall be hot dip galvanized. 3. Design of individual and continuous footings is based on a 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. Design Criteria: 1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge Amendments 2. Dead loads 2.1. Roof 12psf «va 2.2. Floor 10psf [¢anU UfvFueulni ,{ �/� 2.3. Walls 10psf APPROVED 3. Live loads Steven Peck 1v1912020 : 1'� � •' 3.1. Residential 40psf ;F, ` �,�,�+ Digitally signed by Ma �, E. M # 3.2. Roof 20psf �.. Matt DN_- O=DL Engineerin ' 53254 , Weber, P.E.", .IV. 4. Snowloads E=mweber@dlenginee +� Reason: i' am the author 4.1. Roof snow load 30 psf $wr ...L r Weber, document*...,,m.,."� 5. Wind loadsLocation: your signing locatiA�1� APPROVED WITH Date: 2020-09-0916:52: 5.1 Exposure Category C CONDITIONS P.E. Foxit PhantomPDF Versi rt A 5.2 135 mph Ultimate Wi SEE FOUNDATION KEY PLAN DL ENGINEERING INC. 9100 W. JEWELL AVE. FOUNDATION STABILIZATION AT 1 DATE: 9-9-2020 JOB #: 2020-8179 REVISION DATE: - PAGE S1-2 OF 7 LAKEWOOD, CO 80232 720-440-9450 3551 PARFET STREET WHEAT RIDGE, CO 80033 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL MW DL Cast -in -Place Concrete 1. All concrete design is based on the `Building Code requirements for Reinforced Concrete" (ACI 318-05/318R-05) All structural concrete shall have a minimum 28 -day compressive strength as follows: 1.1 Footings:3,000psi 1.2 Slab on Grade: 3,500psi 1.3 Foundation walls: 3,000psi 2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall use Type 2 cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with the ACI manual of Concrete Practice. 3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in the ACI manual of Concrete practice. Reinforcing Steel: 1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. 2. Reinforcing bars shall conform to ASTM A615-79 and shall be grade 60. 3. Except as noted on the drawings, minimum concrete protection for reinforcing shall be in accordance with ACI 318-05/318R-05. 4. No. 5 or larger reinforcing bars shall not be re-bent. 5. Welding of rebar is not permitted unless procedure is approved by the Structural Engineer. Structural Steel: 1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel Buildings, and "Code of Standard Practices" 2005. 2. Structural Steel shall be confirmed to the following grades: 2.1 W- & WT- Shapes: ASTM A36, A992 2.2 Plates & Angles: A36 2.3 HSS: ASTM A500 gr B 2.4 Steel Pipe: ASTM A53 gr B 3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be W unless noted otherwise on the drawings. 4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation. Structural Wood framing: 1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better. 2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of the IBC. All nails shall be common type, unless noted otherwise. 3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters, trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in manufactures tables U.N.O. all nails holes shall be filled. 4. All multiple members shall be glued & nailed together. 5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal. 6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed. Periodic surveys: 1. Periodic surveys of the supported structures should be conducted to assure project success. responsible for annual surveys certifying project success. We would suggest that a baseline survey be conducted immediately. The owner shall submit all findings and reports to the Structural Engineer. 2. If vertical movement of the piers is discovered, the piers should be re -pressured. A representative of the Geotechnical Engineer should be present to observe the re -pressuring. A final report should be provided by the Geotechnical Engineer after observing the re -pressuring. -a 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, The Owner should be DL ENGINEERING INC. DATE: 9-9-2020 JOB #: 2020-8179 9100 W. JEWELL AVE. FOUNDATION STABILIZATION AT 1 REVISION DATE: PAGE OF LAKEWOOD, CO 80232 3551 PARFET STREET 720-440-9450 WHEAT RIDGE, CO 80033 --- S1-3 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL MW I DL heaving, unsightly cracks, doors/widows not functioning properly and possible foundation wall collapse. The extent and aggressiveness of the foundation repairs should be carefully considered by the Owner and will depend on their tolerance for risk, the possibility of future damage, and cost. 2. If the owner chooses to do so the foundation could be stabilized only at visibly damaged locations and areas where movement is concentrated. Although this will address specific situations, it is possible that foundation movements will occur elsewhere. 3. If the Owner chooses to do so, the entire foundation could be mitigated. A general system repair, although more costly, would greatly reduce the risk of future foundation damage and movement. It is our understanding that the Owner would not like to pursue this repair option. Site Drainage 1. We believe that the moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. It is our opinion that site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales and surface/subsurface drainage systems are strongly recommended. Extension should be attached to properly function downspouts and roof drains discharge a minimum of 10 feet away from the structure. Site vegetation 1. We believe that vegetation around the perimeter of structures can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. 2. Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Irrigation systems and excessive moisture adjacent to structures can introduce unwanted moisture, possibly resulting in settling and or heaving. The Owner should consider removing irrigation systems or simply not use them. Disclaimer: 1. In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. LEGEND: (E) EXISTING (N) NEW --- PUSH PIER P.P. #X PIER # (xxxx#) �— LOAD ON PIER �— WALL ANCHOR W.A. #x --*-- ANCHOR # �— MONO POST M.P. #x POST # �— LOAD ON PIER HELICAL PIER H. P. #x PIER # (xooc#) "— LOAD ON PIER Cft of When[ Rido u Oi+As�iec 5322 raw N L; DL ENGINEERING INC. 9100 W. JEWELL AVE. FOUNDATION STABILIZATION AT DATE: 9-9-2020 JOB #: 2020-8179 REVISION DATE: 1 PAGE OF LAKEWOOD, CO 80232 3551 PARFET STREET 720-440-9450 WHEAT RIDGE, CO 80033 --- S2-1 7 WWW.DLENGINEER.COM OWNER: O'CONNELL BY: CHECKED BY: MW DL 28'-10" r, -\,FOUNDATION KEY PLAN I 1/16" = 1'-0" NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES_ 2. SEE SHEET S2-2 FOR PARTIAL BASEMENT & GARAGE PLAN. w U) O u- 0 O F - z O D' u - . 53250 �/N;L� (E) HOUSE (E) GARAGE 3- 6'-3" 6'-3" 6'-3" 1 S3 -1Q FOUNDATION PLAN ' vs" = 1'-01° NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 2. INSTALL HELICAL PIERS PER PLAN. 3. INSTALL POSTS & BEAM AT FRONT PORCH EAVE. �5; ' w m� x ms't i hsp w U) D 0 u- 0 z 0 ey u— 53250 4 :)NAL DATE: JOB #: DL ENGINEERING INC. 9-9-2020 2020-8179 9100 W. JEWELL AVE. LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 3551 PARFET STREET WHEAT RIDGE, CO 80033 REVISION DATE: — PACE S2-2 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL MW DL (E) HOUSE (E) GARAGE 3- 6'-3" 6'-3" 6'-3" 1 S3 -1Q FOUNDATION PLAN ' vs" = 1'-01° NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 2. INSTALL HELICAL PIERS PER PLAN. 3. INSTALL POSTS & BEAM AT FRONT PORCH EAVE. �5; ' w m� x ms't i hsp w U) D 0 u- 0 z 0 ey u— 53250 4 :)NAL DL ENGINEERING INC. DATE: 9-9-2020 JOB #: 2020-8179 9100 W. JEWELL AVE. LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 3551 PARFET STREET WHEAT RIDGE, CO 80033 DATE: r PAGE S3-1 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL MW DL HP BRACKET F cft of 'I WhoatRidoo 9 r w c� O O L. n w 0 c,lfl--,1�II� (E) SLAB FLOOR a (E) FOUNDATION WALL FIELD VERIFY_ T.O. (E) FOOTING 4� (N) SS5 12' SQUARE SHAFT HELICAL PIER, SLEEVE AND BEARING CAP BY AB CHANCE OR EQUAL INSTALL TO 4,504 LB -FT TORQUE NUMBER OF SETS PER MANUFACTURES SPECIFICATIONS -YP. HELICAL PIER DETAIL DL ENGINEERING INC. 91001. JEWELL AVE. FOUNDATION STABILIZATION AT DATE: 9-9-2020 JOB #: 2020-8179 REVISION DATE: -- PAGE 53-2 OF 7 LAKEWOOD, CO 80232 720-440-9450 3551 PARFET STREET WHEAT RIDGE, CO 80033 BY, CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL Mw DL ATTACH PER MANUFACTURERS SPECS. 0' 2' (E) JOIST (N) (2) 1 a x 11 $' LVL BEAM FIELD VERIFY B.O. (E) BEAM NkJ (N) MONO POST 3.50" OD x 0.165" THICK TUBE COVER PER YIELD STIR = 50 KSI (MIN) HOMEOWNER TENSILE STIR = 90 KSI FIELD CUT TO LENGTH T DEPTH FOR TORQUE ATTACH PER MANUFACTURERS SPECS. OR MIN. (2) -l" WEDGE ANCHORS FIELD VERIFY e T.O. (E) SLAB rT-j P. HELICAL PIER AND MONO POST 1!2° = V-0" (N) H.P. PIER CAP H.P. CAP ATTACHMENT 35"S zcZc, o/ �/? ow 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.d]engineer.com 9/30/2020 Liftech Corporation 12870 W. Alameda Pkwy Lakewood, CO 80228 RE: Job Number 2020-8179 Site Observation Visit (O'Connell) 3551 Parfet Street Wheat Ridge, CO 80033 DL Engineering Inc. reviewed the progress of construction for the subject project on September 24, 2020 & September 28, 2020. The following is a summary of the observations made: New Observations: • Reviewed the helical piers. There were 4 piers installed on the south garage wall spaced at approximately 6'-3" o.c., 3 installed on the west garage wall spaced at approximately 7' o.c., and 2 piers installed under the new porch posts per plan. o The pier spacing was observed and appears to be in conformance with the construction documents. o The piers were installed to refusal or to a depth no less than that specified in the construction documents. o The helical piers appear to be installed in conformance with the structural mitigation plan. Volatile Soils: The moisture around the foundation elements must be controlled for the useful life of the building. Time has shown that Colorado soils can be unstable and structures can experience damaging movements due to expanding and shrinking soils, primarily when moisture changes occur. Maintaining consistent soil moisture contents around all foundation elements is crucial to minimizing foundation movements. Even with properly engineered/constructed foundation systems these volatile soils can still exert excessive pressures causing damage in the residence. If the Owner would like further insight about the on-site soil conditions and preventative measures, a Geotechnical Engineer should be consulted. Geotechnical Consideration: It is possible that the piers may consolidate the soil under the piers. Because of this, periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. It is recommended that a baseline survey be conducted immediately. The Owner should report all findings and reports to the Structural Engineer. If vertical movement of the foundation walls is discovered, the piers should be re -pressurized. A Geotechnical Engineer should be present for the re -pressurizing of the piers. P2 --i,, ('�e' -/ -5 o / g/7 Disclaimer: w _. 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.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 mweber@dlengineer.com. Sincerely, Matt Weber, PE -U: :2 53250 DNIlO Matt -0Lgned by Ma It. Engineering , PttE Weber, P.E.", trs Weber E=mweber ineer.co VAI 2 Reason: I amm the the autho h 7 document - r Location: your signing location here PDate: 2020-09-30 21 24:27 Foxit PhanlomPDF Version: 10.0.0 2 1* � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE inspection Type: 61--/ 75-9-9/ Job Address: � 9' 9 / q� S-1 Permit Number: ZCZa 0 g 17 Ile-, /,-f0.-v1 en) : 1-S . ap cC ,-/Jis�i'r9s ❑ No one available for inspection:. Time Re -Inspection required:`Yes 44o When corrections have bee 7hii schedule for re -inspection online at: httpJ/wwwci. wheatridge.co.uslinspection Date: 114�`?O,?V Inspector: -� DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Foundation Repair PERMIT - 202001817 PERMIT NO: 202001817 ISSUED: 09/14/2020 JOB ADDRESS: 3551 Parfet St EXPIRES: 09/14/2021 JOB DESCRIPTION: Foundation repair - 7 helical piers *** CONTACTS *** OWNER (303) 722-6772 WILLIAM A & JUDITH K 0 CONNELL GC (303)688-7979 DARREN CROTCHETT/BRIAN LEHNERZ 202213 LIFTECH CORPORATION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 81750.00 FEES Total Valuation 0.00 Plan Review Fee 122.49 Use Tax 183.75 Permit Fee 188.45 ** TOTAL ** 494.69 *** 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 - 202001817 202001817 ISSUED: 09/14/2020 3551 Parfet St EXPIRES: 09/14/2021 Foundation repair - 7 helical 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 applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. change in valuation From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Foundation Repair Date: Friday, September 11, 2020 9:33:03 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 3551 Parfet St Property Owner Name Judy O'Connell Property Owner Phone 303-722-6772 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" justgary75@gmail.com Electronic-Payment-Form-Blda. odf CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the Liftech Corporation 202213 City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address 3036887979 structural@Iiftechcorp.com Retype Contractor structural@Iiftechcorp.com Email Address DESCRIPTION OF WORK Location of Work Around house How is repair being Helical Piers done? Piers, strips, etc. # of Piers or Strips Upload engineer letter or pages on 8 1/2" x 11" only Repair Plan Set on 11'x17" only - if applicable n 2020-8179 Observation sianed. odf Project Value (contract 6000.00 7'1250.00 = $8750.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and Yes Yes 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 Jackie Cornicelli 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. INDEX: S1-1 GENERAL NOTES ALL WORK SHALL COMPLY WITH S1-2 GENERAL NOTES 2018 IRC, 2018 IECC, 2020 NEC, S1-3 GENERAL NOTES / LEGEND COLORADO PLUMBING CODE S2-1 FOUNDATION PLAN S2-2 GARAGE/PARTIAL HOUSE FOUNDATION PLAN S3-1 TYP. HELICAL PIER DETAIL S3-2 TYP. HELICAL PIER W/ MONO POST DETAIL BUILDER INFORMATION: Liftech Concrete Stabilization Systems PO Box 621096 Littleton, CO 80162 1-303-688-7979 ON SITE PLANS MUST BE ON SITE FOR INSPECTION __ ALL Pr9llcis r 4'-N,W rn F' In3pectiOns 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. 3. After excavation and before placement of new foundations Professional Engineer to conduct evaluation and verification of in-situ soils and material at the bottom of underpinning pits to ensure materials are adequate to achieve the design bearing capacity. Foundation Design: 1. 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. 2. All steel for helical piles, push piers, helical anchors tiebacks, wall anchor tiebacks and connection hardware shall be hot dip galvanized. 3. Design of individual and continuous footings is based on a 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. Design Criteria: 1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge Amendments 2. Dead loads 2.1. Roof 12ps+f==':��- WIT,tyof DATE: JOB #: DL ENGINEERING INC. 9-9-2020 2020-8179 9100 W. JEWELL AVE. LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 3551 PARFET STREET WHEAT RIDGE, CO 80033 �� es REVISION DATE: ---- PAGE S1-1 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL a E. 3.2. Roof 20psf %t�kyopermh The issuaneeoJopemHtorwprowtojpiensspec#kaww N DL INDEX: S1-1 GENERAL NOTES ALL WORK SHALL COMPLY WITH S1-2 GENERAL NOTES 2018 IRC, 2018 IECC, 2020 NEC, S1-3 GENERAL NOTES / LEGEND COLORADO PLUMBING CODE S2-1 FOUNDATION PLAN S2-2 GARAGE/PARTIAL HOUSE FOUNDATION PLAN S3-1 TYP. HELICAL PIER DETAIL S3-2 TYP. HELICAL PIER W/ MONO POST DETAIL BUILDER INFORMATION: Liftech Concrete Stabilization Systems PO Box 621096 Littleton, CO 80162 1-303-688-7979 ON SITE PLANS MUST BE ON SITE FOR INSPECTION __ ALL Pr9llcis r 4'-N,W rn F' In3pectiOns 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. 3. After excavation and before placement of new foundations Professional Engineer to conduct evaluation and verification of in-situ soils and material at the bottom of underpinning pits to ensure materials are adequate to achieve the design bearing capacity. Foundation Design: 1. 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. 2. All steel for helical piles, push piers, helical anchors tiebacks, wall anchor tiebacks and connection hardware shall be hot dip galvanized. 3. Design of individual and continuous footings is based on a 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. Design Criteria: 1. Building code: 2018 IBC, 2018 IRC with City of Wheat Ridge Amendments 2. Dead loads 2.1. Roof 12ps+f==':��- WIT,tyof 2.2. Floor 10 Sf - "mMUMMY uviC�( MEN�ge p 2.3. Walls 1Opsf APPROVED �� es for Code Compliance 3. Live loads C -00,Reviewed cs•;tn BRANDON F 09/11/2020,�� 3.1. Residential 40 Pians Examiner Date Digitally signed by Mat a E. 3.2. Roof 20psf %t�kyopermh The issuaneeoJopemHtorwprowtojpiensspec#kaww Matt DN: O=DL Engineering a t ��" and computubons shuR not be a permit for, or on approval of, any tnoraaon b „ Weber, P.E. * o s 4 . Snow I o ad s any of "provision of Me burrd/ng code or of "* chy ardinorices. Permlls presuming to owouthontytowolaworeeenceltheprovul Ly theYWldlttp codes orotherortfinonoesoftheChyshahnotbewM& 4.1. Roof Ioau Weber , E=mweber@dlengineer Reason: I am the author i tl snow 3u p5i , document be*** 5. Wind loads Location: your signing locati ANAL,`` Date: 2020-09-09 16:52:0@-.�J 5.1 Exposure Category C Foxit PhantomPDF Versi . . ,0 r L� 5.2 135 mph Ultimate Wind Speed Cast -in -Place Concrete 1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" (ACI 318-05/318R-05) All structural concrete shall have a minimum 28 -day compressive strength as follows: 1.1 Footings:3,000psi 1.2 Slab on Grade: 3,500psi 1.3 Foundation walls: 3,000psi 2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall use Type 2 cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with the ACI manual of Concrete Practice. 3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in the ACI manual of Concrete practice. Reinforcing Steel: 1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. 2. Reinforcing bars shall conform to ASTM A615-79 and shall be grade 60. 3. Except as noted on the drawings, minimum concrete protection for reinforcing shall be in accordance with ACI 318-05/318R-05. 4. No. 5 or larger reinforcing bars shall not be re-bent. 5. Welding of rebar is not permitted unless procedure is approved by the Structural Engineer. Structural Steel: 1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel Buildings, and "Code of Standard Practices" 2005. 2. Structural Steel shall be confirmed to the following grades: 2.1 W & WT- Shapes: ASTM A36, A992 2.2 Plates & Angles: A36 2.3 HSS: ASTM A500 gr B 2.4 Steel Pipe: ASTM A53 gr B 3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be V4", unless noted otherwise on the drawings. 4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation. Structural Wood framing: 1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better. 2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of the IBC. All nails shall be common type, unless noted otherwise. 3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters, trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in manufactures tables U.N.O. all nails holes shall be filled. 4. All multiple members shall be glued & nailed together. 5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal. 6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed. Periodic surveys: 1. Periodic surveys of the supported structures should be conducted to assure project success. responsible for annual surveys certifying project success. We would suggest that a baseline survey be conducted immediately. The owner shall submit all findings and reports to the Structural Engineer. 2. If vertical movement of the piers is discovered, the piers should be re -pressured. A representative of the Geotechnical Engineer should be present to observe the re -pressuring. A final report should be provided by the Geotechnical 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, The Owner should be DATE: JOB #: DL ENGINEERING INC. 9-9-2020 2020-8179 9100 W. JEWELL AVE. LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 3551 PARFET STREET WHEAT RIDGE, CO 80033 REVISION DATE: PAGE 51-2 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL MW DL Cast -in -Place Concrete 1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" (ACI 318-05/318R-05) All structural concrete shall have a minimum 28 -day compressive strength as follows: 1.1 Footings:3,000psi 1.2 Slab on Grade: 3,500psi 1.3 Foundation walls: 3,000psi 2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall use Type 2 cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with the ACI manual of Concrete Practice. 3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in the ACI manual of Concrete practice. Reinforcing Steel: 1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. 2. Reinforcing bars shall conform to ASTM A615-79 and shall be grade 60. 3. Except as noted on the drawings, minimum concrete protection for reinforcing shall be in accordance with ACI 318-05/318R-05. 4. No. 5 or larger reinforcing bars shall not be re-bent. 5. Welding of rebar is not permitted unless procedure is approved by the Structural Engineer. Structural Steel: 1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel Buildings, and "Code of Standard Practices" 2005. 2. Structural Steel shall be confirmed to the following grades: 2.1 W & WT- Shapes: ASTM A36, A992 2.2 Plates & Angles: A36 2.3 HSS: ASTM A500 gr B 2.4 Steel Pipe: ASTM A53 gr B 3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be V4", unless noted otherwise on the drawings. 4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation. Structural Wood framing: 1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better. 2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of the IBC. All nails shall be common type, unless noted otherwise. 3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters, trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in manufactures tables U.N.O. all nails holes shall be filled. 4. All multiple members shall be glued & nailed together. 5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal. 6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed. Periodic surveys: 1. Periodic surveys of the supported structures should be conducted to assure project success. responsible for annual surveys certifying project success. We would suggest that a baseline survey be conducted immediately. The owner shall submit all findings and reports to the Structural Engineer. 2. If vertical movement of the piers is discovered, the piers should be re -pressured. A representative of the Geotechnical Engineer should be present to observe the re -pressuring. A final report should be provided by the Geotechnical 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, The Owner should be 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 # () LOAD ON PIER WALL ANCHOR W.A. #x --- ANCHOR # MONO POST M.P. #x POST # LOAD ON PIER HELICAL PIER H P #x PIER # () —*-- LOAD ON PIER :1 53,050 g i- ac 0 4u S�oNAL I�N_ 2 DATE: JOB M DL ENGINEERING INC. 9-9-2020 2020-8179 9100 W. JEWELL AVE. LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 3551 PARFET STREET WHEAT RIDGE, CO 80033 REVISION DATE: PAGE S11-3 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL MW DL 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 # () LOAD ON PIER WALL ANCHOR W.A. #x --- ANCHOR # MONO POST M.P. #x POST # LOAD ON PIER HELICAL PIER H P #x PIER # () —*-- LOAD ON PIER :1 53,050 g i- ac 0 4u S�oNAL I�N_ 2 28'-10" -T (E) HOUSE co N (E) HOUSE SEE SHEET S2-2 (V N o (E) GARAGE `1 SEE SHEET S2-2 22'-3" o FOUNDATION KEY PLAN 1/16" = 1'-0" NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 2. SEE SHEET S2-2 FOR PARTIAL BASEMENT & GARAGE PLAN. W U) D O 2 LL O H z O w LL 53250 §fcc.� ONAL ENGZ 1 DATE: JOB #: DL ENGINEERING INC. 9-9-2020 2020-8179 9100 W. JEWELL AVE. LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 3551 PARFET STREET WHEAT RIDGE, CO 80033 REVISION DATE: PAGE 52-1 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL MW IDL 28'-10" -T (E) HOUSE co N (E) HOUSE SEE SHEET S2-2 (V N o (E) GARAGE `1 SEE SHEET S2-2 22'-3" o FOUNDATION KEY PLAN 1/16" = 1'-0" NOTES: 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 2. SEE SHEET S2-2 FOR PARTIAL BASEMENT & GARAGE PLAN. W U) D O 2 LL O H z O w LL 53250 §fcc.� ONAL ENGZ 1 of � FOUNDATI NOTES: 1. SEE SHEETS S1 2. INSTALL HELICF 3. INSTALL POSTS DATE: JOB #: DL ENGINEERING INC. 9-9-2020 2020-8179 9100 W. JEWELL AVE. LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 3551 PARFET STREET WHEAT RIDGE, CO 80033 REVISION DATE: PAGE 52-2 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL MW IDL of � FOUNDATI NOTES: 1. SEE SHEETS S1 2. INSTALL HELICF 3. INSTALL POSTS HP BRACKET Lu D Ci O H O u- 2 a w 0 v a d (E) SLAB FLOOR • vd C (E) FOUNDATION WALL •d d • v . FIELD VERIFY T.O. (E) FOOTING v d a • v' (N) SS5 1z' SQUARE SHAFT HELICAL PIER, SLEEVE AND BEARING CAP BY AB CHANCE OR EQUAL INSTALL TO 4,500 LB -FT TORQUE NUMBER OF SETS PER MANUFACTURES SPECIFICATIONS YP. HELICAL PIER DETAIL �J 1" = 1'-0" 53250' '�oNAL EN_ 2 j DATE: JOB #: DL ENGINEERING INC. 9-9-2020 2020-8179 9100 W. JEWELL AVE. LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 3551 PARFET STREET WHEAT RIDGE, CO 80033 REVISION DATE: PAGE 53-1 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL MW IDL HP BRACKET Lu D Ci O H O u- 2 a w 0 v a d (E) SLAB FLOOR • vd C (E) FOUNDATION WALL •d d • v . FIELD VERIFY T.O. (E) FOOTING v d a • v' (N) SS5 1z' SQUARE SHAFT HELICAL PIER, SLEEVE AND BEARING CAP BY AB CHANCE OR EQUAL INSTALL TO 4,500 LB -FT TORQUE NUMBER OF SETS PER MANUFACTURES SPECIFICATIONS YP. HELICAL PIER DETAIL �J 1" = 1'-0" 53250' '�oNAL EN_ 2 j ATTACH PER MANUFACTURERS SPECS. o. 2' (E) JOIST (N) (2) 1 a x 11 $" LVL BEAM FIELD VERIFY B.O. (E) BEAM (N) MONO POST 3.50" OD x 0.165" THICK TUBE COVER PER YIELD STR = 50 KSI (MIN) HOMEOWNER TENSILE STR = 90 KSI FIELD CUT TO LENGTH 9.. DEPTH FOR TORQUE fv ATTACH PER MANUFACTURERS SPECS. OR MIN. (2) 4" WEDGE ANCHORS FIELD VERIFY T.O. (E) SLAB �(N) H.P. PIER CAP 1 H.P. CAP ATTACHMENT TYP. HELICAL PIER AND MONO POST 1 /2" = 1'-0" ' 53250 g i ac 010 S�ONAL I�N_ 2 E?C - i DATE: JOB #: DL ENGINEERING INC. 9-9-2020 2020-8179 9100 W. JEWELL AVE. LAKEWOOD, CO 80232 720-440-9450 FOUNDATION STABILIZATION AT 3551 PARFET STREET WHEAT RIDGE, CO 80033 REVISION DATE: PAGE 53-2 OF 7 BY: CHECKED BY: WWW.DLENGINEER.COM OWNER: O'CONNELL MW DL ATTACH PER MANUFACTURERS SPECS. o. 2' (E) JOIST (N) (2) 1 a x 11 $" LVL BEAM FIELD VERIFY B.O. (E) BEAM (N) MONO POST 3.50" OD x 0.165" THICK TUBE COVER PER YIELD STR = 50 KSI (MIN) HOMEOWNER TENSILE STR = 90 KSI FIELD CUT TO LENGTH 9.. DEPTH FOR TORQUE fv ATTACH PER MANUFACTURERS SPECS. OR MIN. (2) 4" WEDGE ANCHORS FIELD VERIFY T.O. (E) SLAB �(N) H.P. PIER CAP 1 H.P. CAP ATTACHMENT TYP. HELICAL PIER AND MONO POST 1 /2" = 1'-0" ' 53250 g i ac 010 S�ONAL I�N_ 2 E?C - i i CITY OF WHEAT RIDGE 9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 0 72- bo a C c4 Job Address: 5S4-11 !Pa i- 4' -�- �- Permit Number: "401 C1 0 Vco GLc,-kf.,,, r ❑ No one available for inspection: Time % = AM/ Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 l Ldp . Inspector: - DO NOT REMOVE THIS NOTICE Zot2oZq, 3f, INSPEC' CORD INSPECTION ONLINE FORM: http.//wvdw.cl.v�. __. �uge.co.us/Inspection INSPECTION REQUEST LINE: (303) 234-5933 Occ�anc/j Inspections will not be performed unless this card is posted on the project site. "Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date _ Inspector Comments Initials Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To ADaroval Of The Above Insnections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Belowiin-Slab Work Prior To ADDroval Of The Above Insnpr_tinn- Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath /Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For Landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof I -i -a - /> It 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. Fur iow vonage permits — mease De sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until P .ate of Occupancy Is Issued Protect Th` n The Weather *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material grand name) roof covering" is required to be on site at the time of final tnspection. City of Wheat Ridge Residential Roofing PERMIT - 201702978 PERMIT NO: 201702978 ISSUED: 06/30/2017 JOB ADDRESS: 3551 Parfet ST EXPIRES: 06/30/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armour Shield asphalt shingles - 31 sq. *** CONTACTS *** OWNER (303)432-2905 WILLIAM A & JUDITH K 0 CONNELL SUB (303)691-5035 Michael Dye 100355 APEX Roofing Consultants LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,967.00 FEES Total Valuation uo� iax 0.00 31 172.60 D Permit Fee 172.60 ** TOTAL ** 339.91 COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material grand name) roof covering" is required to be on site at the time of final tnspection. a i CITY OF WHEAT RIDGE Building Inspectiorr, Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �-/ e A - r,,„ ., i Job Address: _ l � L% r- 4,N, -F <,--;-)- Permit Number: ® ! -7 n 7) Q -7 S2 - E_ n G ? po,,_ rte M.M"0ijiiii . ❑ No one available for inspection: Time 9 = I !3 &PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: LZ I& Inspector:— DO NOT REMOVE THIS NOTICE A i CITY OP WHEAT MIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: LI 0 q - n a Job Address: -3 s s- r ?'r, t-_(-` . _ S' )- Permit Number: 2 n► '7 o a-7 -7 g F -!.I I e ) Pat r- 41 , Q O� ❑ No one available for inspection: Time Re -Inspection required: 0 No When corrections have been made, call for re -inspection at 303-234-5933 Date:—/ 47 1 -? Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201702978 PERMIT NO: 201702978 ISSUED: 06/30/2017 JOB ADDRESS: 3551 Parfet ST EXPIRES: 06/30/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armour Shield asphalt shingles - 31 sq. *** CONTACTS *** OWNER (303)432-2905 WILLIAM A & JUDITH K 0 CONNELL SUB (303)691-5035 Michael Dye 100355 APEX Roofing Consultants LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,967.00 FEES Total Valuation 0.00 Use Tax 167.31= Permit Fee 172.60 ** TOTAL ** 339.91 V *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702978 PERMIT NO: 201702978 ISSUED: 06/30/2017 JOB ADDRESS: 3551 Parfet ST EXPIRES: 06/30/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armour Shield asphalt shingles - 31 sq. f, by my si =nature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable wilding 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 leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormsed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CW*TkACTOI� (Circle one) Date 1. This permit was issued based obi the inf9rmation provided in the permit application and accompanying plans and specifications and is subject to the compliance with tl ose-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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable c ny ordinance or regulation pf this jurisdiction. Approval of work is subject to field inspection. li i!'t.1111.m d 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. 'BESTKff1 OF THE IVj' Colorado Coraraoui[y Media 7332 South Alton Way, Suite 13K Centennial, CO 80112 Office: 303-691-5035j� / Fax: 303-265-9725 A& A"PEDC ROOFfNG CONSULTANTS APEXDENVERROOFING.COM Customer 8W L� Street Ci ` ST�Zip 0 Email Home SPECIFICATION r� Mfg. of Shingle f Style / Color tc Warranty �- Valley %J� Vents ❑ Drip Edge 2x2 e- Color ❑ Drip Edge 2x4 Color Layers 2 Story Al LO ❑ Chimney Flash Pipe Boots_ ❑ Bath Vents Stepflash ❑ Ice & Water Shield/p`�j Rows ,; dolor _ g 2 B_ ? Size X Permit Furnished: X Y ❑ N F • MHMB4A • Date (p Consultant !r Estimated Start Date Finish Number of Squares Agent SPECIAL INSTRUCTIONS ffute y X5�- tee ill, PAYMENT SCHEUDLEf J Debris Removal � R,�C -� ( � Tax IA -t —� Balance Due Upon Completion of Each Trade Permit Overhead/Profit TOTAL dL *PLUS PERMIT ANDSUP LEMENTS Terms: This agreement is for FULL SCOPE OF INSURANCE PROCEEDS and is subject to insurance company a INITIAL p y pproval. This does not obligate client or Apex Roofing Consultants, unless repairs are approved by homeowner's insurance company. By signing this agreement the homeowner authorizes Apex Roofing Consultants to pursue homeowners best interest for all repairs at a price agreeable to the insurance hc/ company and Apex Roofing Consultants at NO COST TO THE CLIENT EXCEPT FOR THE INSURANCE DEDUCTIBLE The final price agreed on between the Insurance company and Apex Roofing Consultants shall become the final contract price. The specifications INITIAL are set out herein and on the reverse side hereof to accomplish the replacement or repair. Apex Roofing Consultants is hereby authorized to perform at their discretion all insurance prescribed repairs for the price of full scope of insurance proceeds agreed upon by my insurance company and Apex Roofing Consultants. The terms and specifications stated and special conditions are accepted. THREE DAY RIGHT OFI have hereby been noncel i greement ata y time prior to midnight of the i iness day after the date of this agree entr , ACCEPTED BY: DATE: CONSULTANT: DATE: tr✓ VERBAL COMMITMENTS WILL NOT BE HONORED D MAKE ALL PAYMEN TO APEX ROOFING CONSULTANTS. THIS AGREEMENT CONSISTS OF THE FRONT AND BACKSIDE OF THIS DOCUMENT. CLIENTS RESPONSIBLE FOR H.O.A. OR COVENANT APPROVAL FOR SHINGLES. *Insured by Pinnacoi, Policy 94165472 Antoinette Kulick -�o 170ZZl 1-7V From: no-reply@ci.wheatridge.co.us Sent: Monday, June 19, 2017 6:27 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed, contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME ( WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your p) contractor's license or insurance has expired, and you may update those fi documents at the time you are issued your permit. Permits are currently being �' processed within 3-5 business days, subject to change based on volume. O' For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person VJ at City Hall. Revisions to existing permits (for example, to add redecking) must be S 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 "61 parfet st wheat ridge co 80033 Property Owner Name Bill O'Connell Property Owner Phone 303-722-6772 Number Property Owner Email Field not completed. 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 Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Apex roofing consultants 100355 3036915035 Contractor Email Address apexdenveroffice@gmail.com (permit pick-up instructions will be sent to this email) Retype Contractor Email apexdenveroffice@gmail.com Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material: If "Other" is selected above, describe here: How many squares of the material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No ,/ GAF Armour shield Asphalt Field not completed. 31 No L/ Field not completed z TOTAL SQUARES of all 31 roofing material for this project Provide additional detail house and pitch 3 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract -L+e6- value or cost of ALL „ materials and labor) 71�6 /1 00 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 Jose Email not displaying correctly? View it in your browser. 3 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: /? G F Job Address: i!✓ Permit Number: 1-7 7/� !i / I () (J LlNo one available for inspection: Time AI /PM-` Re -Inspection required: a No ' When corrections have been ade, call f r re -inspection at 303 -234 - Date: �� / ,r Inspector: �1�< DO NOT REMOVE THIS NOTICE It � 4 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:f�� Permit Number: 2r Ll No one available for inspection: Time . ; . r' AM/PM Re -Inspection required: Yes No i When correctio shave been made, call for re -inspection at 303-2345933 Date: Inspector:'- �,>/ f.!) DO NOT REMOVE THIS NOTICE ♦ , i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Job Address: Permit Number: ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No "When corrections have been made, caii for re- inspection at 303- 234 -5933 Date: Inspector: /i NOT REMOVE THIS NOTICE A4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line �JJ (303) 235 -2855 Office ' (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: MI. 0,21'I Job Address /Permit Number: 3.551 +'a E ❑ No one available for inspection: Time ' i ?PM Re- Inspection required:. Yes 1 'When corrections have been made, call for re- inspection at 303- 234 -5933 - t }th � ,i -f 4 S Date: f ft Inspector: F DO NOT REMOVE THIS NOTICE r ~ CITY OF WHEAT RIDGE Building Inspection Division *10 'IV 2111, (303) 234-5933 Inspection line ~JJ (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: fi rx E Job Address/Permit Number: 3.5111 Afg"Pf I° hVT ),P1!r"r_ A k K- ❑ No one available for inspection: Time / A PM a Re-Inspection required: Yes 00- When corrections have been made, call for re-inspection at 303-234-5933 `3 t• Date: ~-W' Inspector: z w DO NOT REMOVE THIS NOTICE r , City of Wheat Ridge Residential Roofing PERMIT - 091016 PERMIT NO: 091016 sISSUED: 07/30/2009 JOB ADDRESS: 3551 PARFET ST EXPIRES: 01/26/2010 DESCRIPTION:T/O reroof 29 sqs with30 yr 'GAF/ELK ***CONTACTS owner 303/722-6772 William O'Connell sub 303/425-7531 John Borfitz 01-9983 J &K Roofing Inc. PARCEL. INFO ZONE CODE: UA USE: UA SUBDIVISION:` 0654: 'BLOCK/LOT#: 0/, FEE SUMMARY ESTIMATED PROJECT VALUATION.: 5,133.00: FEES Permit Fee 162.90 Total Valuation .00 " - Use Tax 92.39 TOTAL 255.29 Conditions: S nail installation & mid roof inspection required. Board sheeting spaced more _hana 1/2 of an inch apart `sequires plywood overlay on entire roof. Ice and water sheild'.required from eave edge to 2' inside exterior walls. Subject to field inspections'.. ereby certify that the setback distances proposed by this permit application ".are, accurate, and do not violate, applicable manes, rules or regulations of the City of :Wheat Ridge or covenants, easements or restrictions of record; that all surements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this lication and that I.assume full responsibility for compliance with the Wheat'.Ridge Building Code'(I.B.C) and all other licable Wheat" idg Ordinances, for work under this permit. Plans subject to field inspection. nature o contract9 /owner date Phis permit was issued in accordance with the;. provisions' set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any ;other applicable irdinances of the City. fhis,permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration 3a tP An PxrF+n v.nn mav1.tio n.-moo+oT LS• ♦ne Aa6r,-ef ..a 't. n.., in,..... nae,.., City of Wheat Ridge Building Division ( m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 ~o~oRao° Inspection Line: 303-2345933 Building Permit Application ()9-?/9 - Date: C l l ~,30 oa Plan permit (j Gf~ Property Owner (p/ease print):: Lin i/~tr1 Mailing Address: (if different than property address) EMMKOM Electrical City License Company: Exp. Date: Phone: Plumbing City License Company Exp. Date: Mechanical City License Company: Exp. Date: Use of space descri tion): Wle-- , Kb Construction Value: $ i L ©Lp~ l:!~,j c~P (as calculated per the Budding Valuation Data sheet) 1011111111111i -Tj=nq t~F7n't~'-; I~I.Jify W / aq S"' aF l K Plan Review (due at time of submittal): $ N®2ottr-, Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements -shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that't-assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. . CIRLCE ONE:: //(~tOptW~rNN~EEr~R,)iI ~(C7ONTRACTOR) or PERSONAL REPR E ATIVE of ( N R (CONTRATOR) PRINT NAME: 011- Ad kVKHbuS SIGNATURE: - Date: Contractor License I 1 ~ Phone: 3Y495- r75,~ 5EPARTIVAENT OF PLANN{t1G AND DEVELaPMENT Building Permit Number : 4890 ~ BU}LD1NG iNSPECtIdN DIYtS10N - 235-2855 CI7Y OF WNEAT RIDGE Date : 4/15/97 7504 WEST 28TH AVENUE WHEAfi;RfiDGE, C4 $0215 Property Owner : Property Address : 3551 PARFET ST Phone : 432-2905 Corttractor Lieense No. : 17724 Company : Alert Heating Service, Inc. Phone : 5711171 OWNER/GONTRACTOR S4GNATlIRE OF UNDERSTANDING AND AGREEMENT I hereby cedify that the se4hedi diltances propos@d tiy 4his permit application ~are accurate, anddo rwt viotate applicatiie ordinances, rules orregulations of the Ciryof Wheat RWge or wvenant5, eesemenla. oi tgoGlttions o4 rocwd; that all measuremsnMshown, and allegations made are accurate; tha! t Aarm taW".and agree.M abitle by. all condrtrons pr~intetl on this appiication;arrtl Ehat 1 assume full responstbll~' +for compliance wkh the Wheat Rklge BuiWing Code (U.B.C.) and alt othet appik,aWe Wheet Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED~ DATE Descriptiort`. REPLACE FURNACE ConstructiGn Va1Ue : $1,900.00 PermitFee`. $60.50 Plan Review fee : $0.00 Use Tax : $22.80 Total : " $83.30 BUILDING DEPARTMENT USE ONIY SIC : Sq. ft. : APProvat : Zoning : ~m MProval : ApProvai : Occupancy : Walts : Roof : Stories : Residentiai Units : Electrical License No : Plurtibing License No : Mechanicaf License No : Company: Company: Company: Expiration Date r ExpiraHon Date : Expiration Date : Approval : Approval : Appraval : a . i 0 0 (t) Thia permit waa iseuea M acmrdanoe with 1hePxmsbna sM ronh inYaPw aPWicatla+aM ia wDlect to thatewa athe StaW ot Cobratlo and b the 2oning Regulatioria antl 6uiW' Cede ofWheat R Cdaado anY othx P~dle adinaroeS of trw cny. . (z) nris aemm snett ezpiremrt (n) mewonc auma~zea ro na oo w mmenc.a wm~ oizty (eo) daya M1om lasua dete a (B) the bWftnp aumaized is euspended ar 0bentlOned kf e pdrtotl af 120 (a) It thls permtt axptres, e new meY be wqWred fbr a feo of one-AaM the amouM nomrely required, provided (w changes.have been or wiN bertiaAe in the . nrig~nal plans arn! speeifiea s antl arry suspenslon a ebandonmaM hes not axceetled one (1) y~r. If cha~ges are mefb or H suepeneiona abandaimeM axcaeds ons (t) yeat, fidI ~e ahaN be paid kr a~ta pemtit, r~ (5) ConUactw s~~a~qman~te~tlro BuiWiog~ I~nsce~4or t~xenb-tour (2ne WI flow.~vance M all ins~~tonseendah~alml'recelve wrilten approva~ on insPecoonceid betae.. proceedUrq wi hre Dhasee ot tl1e~p (8) .'fhe issuance rm1( M~e apprpval of Erawirqa a~E spaGBcatbna shall rrot be construetl ro be a permh ror, nor an npprovai ot, airy vioiation of the provisions or MeDUildin w oMerordina ~ew,ruleorregula6on. . ~ PERMIT VALID OPILY WUHEN SIGNED BY THE CHIEF BUILD4Nti INSPEGTOR AND iNAYOIt CALL: 2345833 24 HQURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 r' Property Owner Et \ 1 `0n1't-o Property Address : 3 5-rj i PQY ~ P~ S~ ~-30~ ^ aqGS Phone: Contractor License No. : `--I -i ai1 Company: _Phone: r~ - --J OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certi(y 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 restrittions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full respon ibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicabie V h ali~tidge ordinappesr,,fQNorj( under this Dermit. (OWNER)(CONTRACTOR) SIGNED U Description ZoningkComment Approval: Zoning : Bwlding`Commen ~ Approval: Pu blic;W-rKsTCOiri ments: i Approval : Occupancy : Walis q Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : ~3 3v ~)rc' Yhc~~c- w `~7Gv~ i.l BUILDING DEPARTMENT I'SE ONLY SIC : Sq. Ft. : Roof : Stcries : Residential Units : Electrical License No : Company: Expiration Date : Approval: J Wlans Requiredd~ Plumbing Licehse No : Company : Expiration Date : Approval : g ~PlanWRequiretl!M Mechanical License No : I ~ Company :'ME''C+ We GLA1 Ynslr Expiration Date Approval: lp ,'„Elans?Req (1) This permit was issuetl in accordance wiN the provisions Regulations antl Builtling Code of .et foM in yopur appliration antl is sublect to the laws of the State of Coloretlo antl to the Zoning Wheat Ritlge, Coloredo or any other applicable ordinances o( the Ciry. (2) This permit shall expire if (A) the work authonzed is not commence0 within sixry (60) aays from issue date or (8) the building aulhorizetl is 5uspenCetl or abandonetl for a penotl of 720 tlays. (3) ❑(his permit expires, a new permR may De acquired for a(ee of one-hal/ the amounl normally required, proviCetl no changes nave been or will be maae in the original plans and specifiwtions and any suspension or abantlonment has not extee0etl one (1) year. i( chanqes are matle or il suspension or aGanEonment ezceetls one (1) year, fuli /ees shall be Oaid br a new permit. (4) No work o( any manner shall Ee tlone that will change the naNrai Bow o/ water causing a tlrainage problem. (5) Contractor shall notify the Builtling Inspector hvenry-four (24) hours in aavance for all inspections and shaii recerve writ(¢n approval on inspection card Oe(ore proceetliing wit0 successive phases of iheliob. (6) The issuance ol a Oermit or thgapproval o drawings antl specifcations shall not be consime0 lo Oe a permil br, nor an approval ot, any violation of the provisions o( the builtling codes or any other ordinance. law, mle or regulation. Ghfef Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPFCTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR ?O INSPECTION DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29tn AVENUE BUILDING INSPECTION OIVISION PERMIT N0. M911/17622 237-6944 EXT. 255 P.O. eox 63e CiTV OF wHEAT RIDGE, COLO. THIS PERMIT VAUD ONLY WHEN SIGNED BY THE CHiEF BUILDING INSPECTOR AND RECEIPTED BELOW. C,P UCATION FOR MISCELLANEOUS PERMIT JOB ADDRESS ' ~ OWNER CONTRACTOR C' / ADDRESS 41~k2 ADDRESS ~Z~Z;2 SrS 4-2 PHONE 7,2Z'l 2 717, QL ZIPCODE ,5020~ CITY,4ZIPCODECONTRACT PRICE $ .901(>- aunuF / LICENSE NO. .~!Z9l~~ DATE /L-~~- ound ❑ TYPE G 1 Wall❑ ProittlinQ❑ 01Mr 5 w D Fate r . 2. MATERIAL Total Squan Fsa1 SIGNS ❑ N ❑ T Permit No Elaf 3 ILWMINATION Yes o ypa . . 4 SE7 BACK FROM PROPERTY LINE N (Spseify whicn is froni) _ ❑ 5_ E ❑ _ W ❑ ❑ Zons _ ApprovM,ZOne Inspeefor DiaopWwed 1. TYPE Solid❑ More Than 80% ODli Less Than 80% Open HoiOht FENCES MATERIAL 3. SET BACK FROM PROPERTY LINE N (SDeciry niah ia }roM) _ ❑ S_ E ❑ _ W ❑ ❑ Zona _ ApprwWl Inspacta DisoDDroved .r~f~ 2 ~ ~ ~v.o.+ ls . OTHER ~ 3 . DRAW SKETCH OF7 SHOW BELOW,THE FENCE,SIGN,OR OTHERSTRUCTV (SETBACKS OR PROJECTpNS INCLUDED) INSPECTION TICKET 7 JOB ADDRESS DATE: 11- 6 BLDG. PERMITM 17G2Z PERM ITM BLDG. CONTR. f STREET NaME SUBCONTRACTOR SHOW DISTANCES FROM THE MAIN BUILDING T6ADJOINING HOUSES, STR' DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR DISTM DATE INSP. REQ. APPLICATION FOR PLUMBING; ELEC 7YPE OF INSP. THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATEC ~ ~ ON. PERMIT WILL EXPIf1E 780 DAYS FROM THE DATE OF ISI INSPECTION MADE - ELECTRICAL PERMIT STATE LICENSE N0. PI.UMBING STA7E LILENSE N0. REMARKS ALUMINUM WIRE UNDERSIZE 81LlEGAL FLOOR BSM ~ =1ecSda NO WATER ClASET TEMPORARY METER WASH BOWL ~ BATH TUB - NEW SERVICE ° AMPS CMANGE SERVICE-AMPS SHOWER W.R. FORM 619 / LIGHTIN6 SINK ~ HEATING GARBAGE DISP POWER SUB-CIFCUITS WATER HE/+TER UTILI7Y(RANGE,DISPoSER,ETC.) AUTO.WASHER FIXTURES DISH WASHER aU~vmwin. arnmn~cn a~oicm WIRING MOTOfiS 9 CONTROlS FLO(Ni DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OlD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES REMARKS PERMIT FEE I Mreby ocknowlsdQe that this eD0lico- tion ia tonect ond understand tnat I USE TAX tonnot sfart lhie projntt until this aDPli- wtion ia avProved. i snall comDly with TOTAL FEE tM lowf of the Slafe oi Colorado and 10 fhe Zoninp Requlations and Buiidinp APPROV Code oi the City of Wheat Ridqe. Qny DI EI violotion ol tne above terme will couee CHIEF BUILD immediate revocotion of Inls permil $ 69.d-e) NOT VALID # V (i- y`F9 / 1 qc) NSPECTOR,City of VVt'ieat Ridqe , I Oote Issued AOVlieanl. 9i0natur• CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS