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Home My WebLink About3874 Parfet Street� ► � i City of Wheat Ridge Residential Foundation Repair PERMIT - 202001956 PERMIT NO: 202001956 ISSUED: 09/30/2020 JOB ADDRESS: 3874 Parfet St EXPIRES: 09/30/2021 JOB DESCRIPTION: Stabilizing the northeast corner of the house with two (2) resistance piers and the crawlspace access portal with one (1) helical pier. *** CONTACTS *** OWNER (303)668-4029 MARSHALL SUSAN C SUB (303)805-8751 RODNEY MARTIN 060125 COMPLETE BASEMENT SYSTEMS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 41050.00 FEES Total Valuation 0.00 Plan Review Fee 81.28 Use Tax 85.05 Permit Fee 125.05 ** TOTAL ** 291.38 *** 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 - 202001956 PERMIT NO: 202001956 ISSUED: 09/30/2020 JOB ADDRESS: 3874 Parfet St EXPIRES: 09/30/2021 JOB DESCRIPTION: Stabilizing the northeast corner of the house with two (2) resistance piers and the crawlspace access portal with one (1) helical pier. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of 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. ♦ A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: z4y 2. 0 ❑ No one available for inspection jime 0'� f� / 40M Re -Inspection required: Yes /Ao When corrections have -been made, schedule for re -inspection online at: httpY www.ci,wheatridge.co:uslinspection Date: 49 — � 3" ;Ve'5 Inspector:` DO NOT REMOVE THIS NOTICE no change to valuation From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Foundation Repair Date: Tuesday, September 29, 2020 8:48:44 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 3874 Parfet Street Property Owner Name Marshall, Susan Property Owner Phone 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" (303) 668-4029 scm6331@gmail.com Wheat Ridae Payment Form.Ddf CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the Complete Basement Systems 60125 City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address 720-507-2711 cbs.permits@completebasementsystems.net Retype Contractor cbs.permits@completebasementsystems.net Email Address DESCRIPTION OF WORK Location of Work Stabilizing the northeast corner of the house with two (2) resistance piers and the crawlspace access portal with one (1) helical pier How is repair being 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 2 -push piers, 1 -helical pier Project Value (contract 4050 ok bf 9/30/2020 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Greg Knapp 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. ALL WORK SHALL COMPLY WITH 2018 IRC, 2018 IECC, 2020 NEC, COLORADO PLUMBING CODE GENERAL NOTES city inspection is required prior to back fill. engineer observation letter is required to complete building final inspection (1.0) All dimensions and slopes shall be verified by the contractor prior to construction. (1.1) The contractor shall ensure all OSHA requirements are satisfied during excavation, and installation. The Lepetim Group shall not be responsible for workshe safety. (1.2) Contractor shall be responsible for obtaining all required permits. (1.3) For purposes of this foundation repair, north is considered to be as shown on the drawing. (1.4) Contact this office to observe final installation, including installation logs. (1.5) Contractor shall be responsible for locating all utilities before beginning work. (1.6) Contractor shall verify soft soils, including loose coheshionless soils, soft organic soils, or soft clays are not present. (1.7) Contact this office if water table is found to be above the bottom of foundation before installing the repairs. (1.8) Concrete shall be min fcy = 4,000 psi. (1.9) Structural steel shall be min fy =50 ksi (1.10) Rebar shall be 60 ksi per ASTM A615 (2.0) Resistance piers shall be UES 531 certified 2 7/8" dia (or equiv). Helical piers shall be in compliance with 2007 ICC AC358 2 7/8" dia (or equiv) (2.1) Minimum required allowable axial load capacity = 24 k per pier, FSu = 2.0, min pier depth = 25' or to capacity/refusal. Contractor shall ensure each pier achieves minimum required capacity. (2.2) Design assumed normalftypical foundation reiforcement per building code requirements. (3.0) Design was performed in accordance with the 2018 IRC as modified by the City of Wheat Ridge, Colorado Ground and Roof Snow Load = 30 psf , E Vult City of Basic Wind Design ed,Ca egory 135 mph Exp C r � 1 nc� t,� . gC Seismic Design Category = B COMMUNnY UEVELOI'MENT Frost Depth = 36" APPROVED K Reviewed for Code Compliance ON SITE PLANS BRANDON F 9/30/2020 MUST BE ON SITE FOR INSPECTION Plans Examiner Date wIWM of xnne: rnearasne a/°Gr/wxw aYC'awl°rPbns •VwjlmNre oMmmpamewm rM1"N rwt °e o pnmNfw. wan "pwaal a/, wry mra°on W ALL PfeieCty are a.ry or me p.owsaas aJ me eunuH,y roc.wof ad asY warmwea a°rmro $ubieet to Field Inspections w"""""90°a"'ourmm,-mwwaerwmnc«i rnepovwa,s arm.suNgxE mcu wamnanbnawnorMa GTynwtl n°thwN0. FOUNDATION REPAIR FOR HOME AT 3874 PARFET ST WHEAT RIDGE, COLORADO PI AN VIFW -E ESISTANCE ER DETAIL ? PLACES) RTH ,•� Digitally signed by Gregory N. Lepetsos By accepting and using these plans, the owner contractor agrees that the shall assume sole andcompleteresponsibility for job site conditions duringtheTHE course of construction, including safety of all persons and property, that this requirement shall apply continuously and not be limited to normal working LEPETSOS GROUP, INC no�wumam morin 28)87 + y� ? 1 /POS Date: 2020.09.27 -06'00' 10:29:10 hours, and that the owner/contractor shall defend, indemnify, and hold the engineer harmless from any and all liability, real or alleged, in conjunction with the performance of work on this project, excepting for liability arising from the sole negligence of the engineer. The client agrees to limit the engineers erg ° °L libility to the total fee collected for services rendered on this project. FOUNDATION REPAIR PREPARED FOR COMPLETE BASEMENT SYSTEMS rt-- ! a° x ° srDirt erc FOUNDATION REPAIR FOR HOME AT DRIVEN PILE ASSY SHALL BE 3874 PARFET ST PER GRIP TITE SPECIFICATION AND MANUFACTURED BY WHEAT RIDGE, COLORADO ICC/UES CERTIFIED FACILITY. FS2888V PIER BRACKET BRACKET MUST SUPPORT THE BOTTOM OF THE FOOTING AND SHALL NOT RELY ON POST -INSTALLED ANCHORS FOR GRAVITY SUPPORT. SECURE BRACKET TO FOUNDATION IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. USE TWO (2) J" DIA CONCRETE ANCHOR BOLTS WITH MIN 4" EMBEDMENT. CHIP OUT POCKET IN EXISTING 3Y2" DIA 30" LONG DIA GUIDE SLEEVE FOOTING FLUSH WITH FOUNDATION WALL. POCKET WIDTH SHALL 27%" DIA PILE SECTION. CONNECT APPROXIMATELY MATCH BRACKET SECTIONS WITH 23g" DIA X 12" WIDTH INTERNAL SLIP CONNECTION CONTRACTOR SHALL ENSURE MINIMUM ALLOWABLE PIER CAPACITY OF 24K IS ACHIEVED. MIN DEPTH = 25 FEET OR TO DEPTH REQUIRED TO ACHIEVE CAPACITY/REFUSAL ON REDUCING COLLAR DETAIL 1: FSI 288 RESISTANCE PIER / `*yof p0 RFF/ w' I\\I ii Digitally signed b g y g y a Gregory N. Lepetsos By accepting and using these plans, the owner/contractor agrees that they shall assume sole and complete responsibility for job site conditions during the course of construction, including safety of all persons and property, that this requirement shall apply continuously and not be limited to normal working THE LEPETSOS GROUP, INC ii wnN umnoNmmm •. 28787 , L" M1os Date: 2020.09.27 10:29:24-06'00' hours, and that the owner/contractor shall defend, indemnify, and hold the engineer harmless from any and all liability, real or alleged, in conjunction with the performance of work on this project, excepting for liability arising from the sole negligence of the engineer. The client agrees to limit the engineer's libility to the total fee collected for services rendered on this project. w x MMM u M w mi Me Wheat Ridge FOUNDATION REPAIR PREPARED FOR COMPLETE BASEMENT SYSTEMS ®aF ms FOUNDATION REPAIR FOR HOME AT 3874 PARFET ST CHIP OUT POCKET IN EXISTING WHEAT RIDGE, COLORADO FOOTING FLUSH WITH FOUNDATION WALL. POCKET WIDTH SHALL BRACKET MUST SUPPORT THE BOTTOM OF THE APPROXIMATELY MATCH BRACKET FOOTING AND SHALL NOT RELY ON POST—INSTALLED WIDTH ANCHORS FOR GRAVITY SUPPORT. SECURE BRACKET TO FOUNDATION IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. USE TWO (2) 8" DIA CONCRETE ANCHOR BOLTS WITH MIN 4 z" EMBEDMENT. IF COMPETENT FOUNDATION EDGE DOES NOT EXIST, OR IF BOTTOM SURFACE IS ROUGH ADD 8X8X % STEEL CHANNEL. PILE BRACKETS WITH ADD WATER PROOF NON—SHRINK GROUT _/SEAT,INSTALL PER BETWEEN ANGLE AND BOTTOM OF MANUFACTURER FOUNDATION AS REQUIRED TO FILL GAPS. INSTRUCTIONS 27/8" DIA SHAFT SECTION TORQUE TO ACHIEVE MIN 24K ALLOWABLE AXIAL LOAD CAPACITY. MIN 25 FT DEPTH OR TO CAPACITY/ REFUSAL. 8" HELIX LEAD SECTION OR AS REQUIRED TO ACHIEVE REQUIRED CAPACITY Zo DETAIL 2: HELICAL PIER �sD ft' • Digitally signed by Gregory N. Lepetsos By accepting and using these plans, the owner/contractor agrees that they shall assume sole and complete responsibility for job site conditions during the of construction, including safety of all persons and property, that this requirement shall apply continuously and not be limited to normal working THE LEPETSOS GROUP, INC n sa�N um m min 287P Ethe LpA OS Date- 2020.09.27 hours, and that the owner/contractor shall defend, indemnify, and hold the engineer harmless from any and all liability, real or alleged, in conjunction with performance of work on this project, excepting for liability arising from the rt � u t q 10.29.41 -06'00' sole negligence of the engineer. The client agrees to limit the engineers libility to the total fee collected for services rendered on this project. Wheat Ridge FOUNDATION REPAIR PREPARED FOR COMPLETE BASEMENT SYSTEMS rt- a me x n rt Dirt ElTHE LEPETSOS GROUP, INC. September 27, 2020 Job #: LG 20 - 2076 Complete Basement Systems 11795 E 4511 Ave Denver, CO. 80239 Attn: Lucas Farland Subject: Visual Structural Foundation Evaluation for 3874 Parfet St. Wheat Ridge, CO. Dear Mr. Farland, Per your request, I visited the home at the above referenced address on September 19, 2020. The purposes of my visit were to observe the foundation damage reported and provide repair recommendations as required. Please note: My investigation was based on observation of accessible, visible items. Issues/concerns concealed by finishes, if any exist, were not able to be observed, and were therefore not evaluated as part of this investigation. Issues and repairs, if required, regarding other parts of the home, were not part of the scope of this investigation, and are specifically excluded from this report. Observations For purposes of this report, the front of the duplex house faced west. This was the north unit of the two -unit duplex. The northeast corner of the house and the crawlspace access portal were settled. ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Pro fr,1t are 99blact to Field Inanuy ions city a Wheat Ridge 3874 Parfet St., Wheat Ridge, Colorado Recommendations 1) 1 recommend stabilizing the northeast corner of the house with two (2) resistance piers and the crawlspace access portal with one (1) helical pier per attached engineering drawings. The components used in this repair shall be certified by the manufacturer for corrosion resistance per the manufacturer's technical report. 2) If applicable, racked doors and windows should be reset, and cosmetic repairs, can be made three (3) months after the structural repairs are complete. 3) It is very important to maintain proper drainage away from the house. I do not recommend irrigating within 5 -feet of the foundation. Maintain a minimum 10 % slope away from the structure, and direct surface water to an adequately sloped swale. Grass, plants, trees, and shrubs with high watering requirements should not be located within five feet of the foundation. All gutter downspouts should have functioning downspout extensions, which extend at least five feet away from the foundation and discharge in a manner which allows effluent to flow safely away from the home or discharge directly to an underground pipe system with an appropriate daylight location. Perimeter drains, and sump pumps if they exist, should function properly. I observed the structural condition of the visible portions of the foundation described above. Other unknown concerns may also exist. The Lepetsos Group, Inc. makes no representations regarding the suitability of other areas, including, but not limited to mechanical, electrical, plumbing, previous foundation repairs, and other systems. The homeowner should understand additional unforeseen and unforeseeable issues related to soil heaving and or settlement, and exposure to unwanted water may cause additional foundation movement in the future. My evaluation and recommendations are based on my education, experience and observations made on the date of my visit. The Lepetsos Group, Inc. makes no representations regarding the ability of the property to meet current or past building code requirements. Please note it was not possible to observe every structural detail. Contact this office if additional information becomes available which could affect our observations and recommendations. 3874 Parfet St., Wheat Ridge, Colorado Please contact me if you have any questions regarding these findings or if I can be of service in any way. Regards, Gregory N. Lepetsos, P.E., M.S.C.E. President, The Lepetsos Group, Inc. Digital,* Gregory N. by ; L c Lepetsos Date7Q2009 � 10:32:11 r46ro City of Wheat Ridge