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Home My WebLink AboutRPS24-000130 Final Permit ReportFILE SUMMARY REPORT February 24, 2025 FILE INFORMATION File #: 24-001463 Address: 1710 Shadywood RD Status: Closed Parcel #: 1711723210018 Open Date: 10/24/2024 Description: Installation of supplemental beam and intellijack floor supports. Close Date: 02/24/2025 Owner Name: JOHN & JOAN FITZPATRICK 2001 SE SAILFISH POINT BLVD#103 Type: Permitting Owner Address: STUART, FL 34996 CONTACTS CONTACT ASSOCIATION CONTACTTYPE ADDRESS PHONE Kelly Saldivar Applicant Contractor Company Address: Home: (612) 424-5165 6265 Carmen Ave. E Inver Grove Heights MN 55076 Home Address: 6265 Carmen Ave. E Inver Grove Heights MN 23454 PERMITS PERMIT # TYPE DATES APPLICANT DESCRIPTION RPS24- Residential Principal Structure Status: Closed Kelly Installation of supplemental beam and 000130 Building Permit Application Date: 10 Saldivar intellijack floor supports. Interior Remodel / Basement /24/2024 Finish Issue Date: 10/28 /2024 Expiration Date: 08 /20/2025 Close Date: 02/24 /2025 INSPECTIONS PERMIT # TYPE INSPECTION DATE INSPECTOR STATUS RPS24-000130 Footing 01/14/2025 Gary Nelson Inspection Passed: Proceed RPS24-000130 Building Final 01/16/2025 Gary Nelson Not ready: Reinspect RPS24-000130 Building Final 01/31/2025 Gary Nelson No Show RPS24-000130 Building Final 02/20/2025 Gary Nelson Permit Finaled REVIEWS PERMIT # TYPE REVIEW DATE REVIEWER STATUS RPS24-000130 Completeness Check 10/24/2024 Katie Fitzsimmons Review Approved RPS24-000130 Building Code Review 10/28/2024 Nicole Post Review Approved RPS24-000130 Septic Review 10/28/2024 Nicole Post Review Approved ACTIVITIES PERMIT # TYPE ACTIVITY DATE ASSIGNED TO STATUS RPS24-000130 Online Permit Application 10/24/2024 Katie Fitzsimmons Complete RPS24-000130 Online Payment Received 10/24/2024 Joe Ruthenberg Complete RPS24-000130 Required Inspections 10/28/2024 Nicole Post Review Approved RPS24-000130 Online Payment Received 10/28/2024 Joe Ruthenberg Complete RPS24-000130 Review Complete 10/28/2024 Joe Ruthenberg Review Approved DOCUMENTS SOURCE DOCUMENT NAME DATE CREATED BY Construction documents (Footing/ foundation, floor, elevation, wall Fitzpatrick Engineering Drawings. 10/24 System bracing, etc.) pdf /2024 User Construction documents (Footing/ foundation, floor, elevation, wall Fitzpatrick Engineering 10/24 System bracing, etc.) Calculations. pdf /2024 User New Construction Minnesota State Energy Code Calculations CLICK Fitzpatrick 1.docx 10/24 System HERE /2024 User New Construction Ventilation, Make up and Combustion Air Fitzpatrick 2.docx 10/24 System Calculations Submittal Form CLICK HERE /2024 User Certified Site Plan: CLICK HEREbsp Fitzpatrick 3.docx 10/24 System /2024 User Minnehaha Creek Watershed District (MCWD) Permit; OR Fitzpatrick 4.docx 10/24 System Documentation from MCWD stating no permit is required /2024 User Hardcover Calculations CLICK HERE Fitzpatrick 5.docx 10/24 System /2024 User Hardscape Plan Fitzpatrick 6.docx 10/24 System /2024 User Applicant Signature signature.png 10/24 System /2024 User System Email Your permit application has been 10/24 System received.htm /2024 User System Email Online Payment Received.htm 10/24 System /2024 User System Email Your citizenserve payment has 10/24 System been received.htm /2024 User Approved for Permit 1710 Shadywood Rd - Intellijack. 10/28 Nicole Post pdf /2024 System Email Your citizenserve application 10/28 System status has changed.htm /2024 User System Email Online Payment Received.htm 10/28 System /2024 User System Email Your citizenserve payment has 10/28 System been received.htm /2024 User System Email Your citizenserve application 10/28 System status has changed.htm /2024 User Merge document Permit Approved.htm 10/28 Joe /2024 Ruthenberg Merge document Inspection Card.htm 10/28 Joe /2024 Ruthenberg Email Inspection Report Individual.htm 01/14 Gary /2025 Nelson Additional Information 2025.01.20 Fitzpatrick Residence 01/28 Gary Calculations Rev 1.pdf /2025 Nelson Additional Information 2025.01.20 Fitzpatrick Residence 01/28 Gary Calculations Rev 1.pdf /2025 Nelson Email Inspection Report Individual.htm 01/31 Gary /2025 Nelson Email Inspection Report Individual.htm 02/20 Gary /2025 Nelson GENERAL REQUIREMENTS Refer to subsequent plan and detail notes for variations and requirements specific to referenced project NOTE PRIORITIES: Notes on the individual drawings govern over notes on this sheet. SPECIFICATIONS: Refer to the specifications for information in addition to that contained in these notes and the structural drawings. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project. They are not intended to show all details of the work. Details noted "typical" apply to similar work throughout the project unless noted separately. STRUCTURAL RESPONSIBILITIES: The structural engineer is responsible for the strength and stability of the primary structure in its completed form. CONTRACTOR RESPONSIBILITIES: The contractor is responsible for the means and methods of construction and all job related safety standards (i.e. OSHA or Federally approved State plan). The contractor is responsible for the strength and stability of the structure during construction. The contractor shall provide temporary shoring, bracing and other elements required to maintain stability until the structure is complete. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. The contractor shall at his discretion employ an Minnesota State registered structural engineer for design of temporary bracing and shoring. It is the contractor's responsibility to contact the Engineer —of —Record to schedule applicable Structural Observations. DISCREPANCIES: In case of discrepancies between the specifications, reference standards and the governing code, the Engineer will determine which shall govern. Discrepancies shall be brought to the attention of the Engineer before proceeding with the work. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Engineer before proceeding with the work. CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted in DESIGN REQUIREMENTS below or the capacity of partially completed construction. ALTERNATES: Alternates for specified items may be submitted to the Engineer for review DESIGN CRITERIA Building Code Conformance (meets or exceeds requirements) 2018 International Building Code (IBC) 2018 International Residential Code (IRC) 2020 Minnesota Building Code 2020 Minnesota Residential Code DEAD LOADS: Floor Dead Load 15 PSF LIVE LOADS: Floor Live Load (residential) 40 PSF DEFLECTIONS: Total Load Deflection Limit L/240 Live Load Deflection Limit L/360 PROFESSIONAL ENGINEER 1 hereby certify that this plan, specification, or report was by me or under my direct �S J11111fO �� E �i !p• prepared supervision and that I am a duly Licensed ; y 7• •'/.!a Professional Engineer dthe laws the g� under aws o LICENSED :PROFESSIONAL' State of Min peso a — ENGINEER Print Name: Jesse D %N� seBxa Q� GS Signature: y11F l't``""�� Date 10.18.4Q24 License # Reviewed for Code Compliance W Nicole Post V RPS24-000130 Z 10-28-24 W (1j 0 Z LU Z Approved plans must be on site CC Z for the duration of the project. Y d Plans must be available to Cc inspector. W z Z Q Please call 952-249-6000 to schedule N all inspections. Have permit number 1-- and address when calling. LL SOILS AND FOUNDATIONS m Cl) LO z O Z O cr C 0 0 O 2 0 n REFERENCE STANDARDS: Conform to IBC Chapter 18 "Soils & Foundations." GENERALNOTES DESIGN SOIL VALUES: REVISIONS Allowable Foundation Pressure (Assumed) 1500 PST TESTING & INSPECTION Special Inspection & Testing per reviewing jurisdiction. PROJECT NO: ISA"'T DESIGNED BY: SI DRAWN BY.. SI CHECKED BY. AD DATE: 10.18.2024 SHEET NO: S1.1 PROFESSIONAL ENGINEER hereby certify that this plan, specification, or report was by me or under my direct �� E ��i� `� �S J1111,f01 !p• prepared supervision and that am a duly Licensed ; y 7• •'- Professional Engineer under the laws of the g� LICENSED :PROFESSIONAL' State of Minneso o — ENGINEER E Print Name: Jesse D ,� Signature: Date 10.18.V24 License # IMG INTELLIJACK SYSTEM INFO PART DESCRIPTION COMMENTS MIN YIELD STRESS, Fy MIN TENSILE STRESS, F„ ASTM A500, GRADE C 31/2"0x0.165x'L' MECHANICAL TUBING (L=36", 60", 84", & 120" — IJ-350 FIELD CUT TO LENGTH). GALV TO ASTM A1057 46 KSI 62 KSI ASTM A36 HRP&O R1/2x5xO'-6" W/ (4) 0.313"0 HOLES AT CORNERS & (1) 13/40x1/gx11/4" RETAINING IJ—TP RING CENTERED ON R W/ 1/4" EXTERNAL FILLET WELD ALL AROUND. CLEAR ZINC ELECTROPLATED TO WOOD BEAM CONDITION 36 KSI 58 KSI ASTM B633 TYPE III ASTM A36 HRP&O R1/2x31/2xO'-31/2" W/ (1) 0.563"0 HOLE CENTERED ON R & 36 KSI 58 KSI IJ—BP ASTM A513 3.13"0x0.188"x1" RING W/ 1/4" INTERNAL FILLET WELD ALL AROUND. ENDUROCRETE FOOTING CONDITION 72 KSI 87 KSI 14"0Z' FIBER PONE PRECAST CONC FTG (ENDURACRFTE) W/ 3/4"0 HOLE AT CENTER & 3/4' CHAMFER ENDUROCRETE IJ—IC AT UPPER CIRCUMFERENCE (5,000 PSI MIN) FOOTING CONDITION IJ—SA g x q AVAILABLE) FOOTING CONDITION ASTM F1554—CR55 S1 11/4'0x10" THREADED ROD W/ HEAVY HEX NUT (TACK WELD) IJ—LR CLEAR ZINC ELECTROPLATED TO ASTM B633 TYPE III 55 KSI 75 KSI IJ—TC ASTM A108-13 (1018) 31/2"0x1" W/ 11/4"-7 THREADS & RECESSED SHOULDER TO FIT INSIDE THE 50 KSI 68 KSI IJ350. CLEAR ZINC ELECTROPLATED TO ASTM B633 TYPE III NOTE: INSTALL PER MFR RECOMMENDATIONS 0 m w � U z z LU C� o z z LLJ z O � z Y E ° U Ir w o Ir 0 O z N = ILL O GENERAL NOTES PROJECT NO: IBA245a9 DESIGNED BV: SI DRAVJIJ BV: SI CHECKED BV: JLO DATE: 10.18.2824 SHEET NO: S1.2 PROFESSIONAL ENGINEER `StlDtt� ' E FOUNDATION/(N) INTELLIJACK LAYOUT PLAN NOTES: '� 4 O hereby certify that this plan, specification, or `ps E �G� report was prepared by me or under my direct ; !p,•''��'•,y� 1. REFERENCE 51.1 & 51.2 FOR GENERAL REQUIREMENTS supervision and that I am a duly Licensed 7, •'/.!� Professional En under the laws of the LICENSED Engineer 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES 9� _ :PROFESSIONAL. BETWEEN FIELD CONDITIONS &THOSE SHOWN IN THESE DOCUMENTS State of Minneso a o ENGINEER e PRIOR TO WORK TYR %N� seB�a QS Print Name: Jesse D 3. IENGCNEER OFATES ) RECORD IFCMU WFIELD CONEDITALL ON OONSC DIFFERFOOTING N(THOEIFY AREA Signature: IM �tT` OF WORK) Date 10.18. 24 License # 58974 4. SECTION CUT — DETAIL NUMBER/SHEEP NUMBER p /� 5. Q INDICATES LOCATION OF INTELLIJACK SYSTEM ((20) TOTAL) W uD cD • DESIGN LOAD = 2310 LBS 15'-0" _ _ 10'-8" _ _ 10'-4" _ 3'-4' _ 10'-8" _ _ 11'-0" _ UZ 6, INTELLIJACK SPACING SHALL BE AS INDICATED ON PLAN r Z 7, CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING O S. REPLACE "IN —KIND" ALL (E) WOOD MEMBERS (JOISTS, PURLINS, 1 _ _ _ _ _�_ _�_ _ r----------------- z ZO SUBPURLINS, SHEATHING, STUDS, WALL PLATES) WHICH SHOW SIGNS OF , r — — — — — -1 Z C DRY ROT OR STRUCTURAL DAMAGE rr r 1 � Z O 9. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO L�J L� p (E) CONO SLAB 2'-Da ON GRADE (E) CRAWL (� p F, r�¢I SPACE 0 0 rD,I z 2 F----T— —� r----- r— -- — o �I 1 1 O_ -0" 1- 1 ' 2 S4.1 TYPI I N x (E) CRAWL 1 _ r I SPACE J 1L J L J 2' 0" I ILL r 11 S4.1 TYP J 1 4'-0" 5'— " 4'-0 l �Ld 1 r� 1 rr� r I r — — — — —- 1 LOJ RE 54.1 n - - � _ �> REVISIONS w �OJ I II 3 Q E) CRAWL 1 (E) CRAWL (E) CRAWL SPACE SPACE SPACE I IIIL II r, w g a 5 L-- L -� L-------J I L------ L-----J LLOJ PiBAzasos o: _ — - - L--- -----------------------------------� DESIGNED BV: SI 2'—D"SQx6"DP 3/a" MINUSIFTG (E) CONC SLAB DRAwN eY: ON GRADE CHECKED BV: _ JLD DATE: FNQIIEAGRFTF FTG PER GENERAL NOTES TYP +o.lazoza (E) FDN / (N) INTELLIJACK LAYOUT PLAN SHEETNO: SCALE: I/g"=1'-0" Z SL.1 Exposed earth in unvented crawl space foundations shall be covered with Class I vapor retarder. Vapor retarder shall lap 6" and be sealed or taped. (E) FLOOR SHEATHING (E) FLOOR FRAMING (E) BEAM (4'/2'W MIN) IJ—LR PER GENERAL NOTES (3" MAX UNBRACED THREADED ROD LENGTH)— —IMG IJ—TC PER GENERAL NOTES IMG IJ-350 PER GENERAL NOTES (CUT 2500 PSI CONC INFILL TO REQ'D LENGTH) (UNDERP REMOVE AIR POCKETS) (E) GONG SLAB ON GRADE (SAWCUT AS 4„ IMG IJ—BP W/ IJ—SA PER REQ'D) MIN GENERAL NOTES TYP PROFESSIONAL ENGINEER 1 hereby certify that this plan, specification, or report was by me or under my direct `� �S J11111fO �N E ��i� !p• prepared supervision and that I am a duly Licensed ; y 7• •'/.!a Engineer under e laws of Professional En gdthe lf the LICENSED :PROFESSIONAL. State of Minneso a — ENGINEER E Print Name: Jesse D 5BB�a Qz Signature: Date 10.18.V24 License # IJ—LR PER GENERAL NOTES (3" MAX UNBRACED THREADED ROD LENGTH)— IJ—TC PER '_RAL NOTES (E) FLOOR SHEATHING E) BEAM (4t/,"W MIN) WOOD SCREWS IMG IJ-350 PER GENERAL NOTES (CUT TO REQ'D LENGTH) IMG IJ—IC R IMG IJ—BP W/ IJ—SA GENERAL NO S PER GENERAL NOTES (E) INTERIEOR GRAD W U z W 0 z_ W z [r z Y FL U Ir — w � p Q z N LL INTEWJACK DETAILS r V�y_� IMG IJ—IC PER COMPACTED CRUSHED a = _ �III 11 I I hI— STONE BASE PER PLAN PROJECTNO: PER PLAN IBAza.sos _ COMPACTED CRUSHED DESIGNED BV: sl PER STONE BASE PER PLAN DRAwN er: PLAN NOTES: NOTES: sl c� pKED ar: 1. REF PLAN FOR LAYOUT & INSTALLATION REG'S 1. REF PLAN FOR LAYOUT & INSTALLATION REG'S DAo s.zoza 2. INSTALL PER MFR RECOMMENDATIONS 2. INSTALL PER MFR RECOMMENDATIONS INTELLIJACK AT (E SLAB ON GRADE IMG INTELLIJACK IN CRAWLSPACE r SHEE N0: 1 S4.1 SCALE: 1"=1'-0" � SCALE: 1"=1-0" � From: gnelson@oronomn.gov Sent: 02/20/2025 - 11:35 AM To: ibaminneapolispermits@teaminnovative.com CC: jmejia@oronomn.gov,gnelson@oronomn.gov,kfitzsimmons@oronomn.gov Subject: Inspection Report Individual CITY OF ORONO ti 2750 KELLEY PARKWAY, ORONO, MINNESOTA 55356 (I�FSH00� www.cronomn.gov Inspection Report 1710 Shadywood RD Permit Number: RPS24-000130 Site Address: 1710 Shadywood RD, Orono, MN 55391 Property Owner: JOHN & JOAN FITZPATRICK Description: Installation of supplemental beam and intellijack floor supports. Inspection Date: 02/20/2025 Inspection Type: Building Final Inspection Results: Permit Finaled Sincerely, ti Gary Nelson 952-242-4442 To schedule your inspections please call: (952) 249-4600 CITY OF ORONO 2750 KELLEY PARKWAY ORONO, MN 55356 PH: (952) 249-4600 FAX: (952) 249-4616 CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH AND SAFETY!