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Permits - Permit# 24SP-00058 - 4428 West Arm Road - 7/10/2024 City of Spring Park Repair/Remodel/Alteration -�� (Residential) 4349 Warren Ave, Spring Park, MN 55384 ��� 24SP-00058 Phone:(952)471-9051 Fax:(952)471-9160 r La e:IIini oolli"I For Inspections: (952) 442-7520 Date Issued: 07/10/2024 Property Owner: E M TRIPET& S M TRIPET Expiration Date: 02/11/2025 Mailing Address: 4428 WEST ARM RD Job Site Address: 4428 WEST ARM RD, SPRING PARK, MN 55384 SPRING PARK, MN 55384 Category: Residential Alteration Phone: (612)910-7731 Permit Type: Repair/Remodel/Alteration Email: etripet@gmail.com (Residential) Valuation: $58,000.00 Description of Work: Replacement of Front Door& Front Entry Roof, Rotted Siding (Corner Boards, Soffit, & Facia), & Garage Door. Removal of Existing Front Elevation Landscaping Hardscape Subdivision: Required Setbacks: Parcel ID: 18-117-23-34-0044 Filing: Lot: Actual Setbacks: Block: Total Sq Ft: Contractors: Fee Items Amount Primary WIX CONSTRUCTION & DESIGN LLC (952) State Surcharge $29.00 292-6447 Residential Building Permit $900.30 Contractor License Look-up $ 5.00 Residential Plan Review $585.20 Total Fees: $ 1,519.50 NOTICE Signature of Applicant/Date Building Department Signature/Date 09/18/2024 MUST BE POSTED ON JOB SITE INSPECTION CARD City of Spring Park ITTROMG pRO On Lake s11innetonlp 4349 Warren Ave, Spring Park, MN 55384 POST THIS CARD IN A SAFE CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. Repair/Remodel/Alte APPLICATION NO.: 24SP-00058 TYPE: ration(Residential) ISSUED DATE: 07/10/2024 EXPIRATION DATE: 02/11/2025 18-117-23- PROJECT ADDRESS: 4428 WEST ARM RD,SPRING PARK,MN 55384 PARCEL NO.: 34-0044 OWNER: E M TRIPET&S M TRIPET CONTRACTOR: WIX CONSTRUCTION&DESIGN LLC CONTRACTOR PHONE: (952)292-6447 Replacement of Front Door&Front Entry Roof,Rotted Siding(Corner Boards,Soffit,&Facia),&Garage Door.Removal of DESCRIPTION OF WORK: Existing Front Elevation Landscaping Hardscape CONSTRUCTION TYPE: OCCUPANT LOAD: DATE DATE INSPECTION INSP PASSED COMMENTS INSPECTION INSP PASSED COMMENTS Framing AP 8/16/2024 1 Building Final Fire Approval: Date: Engineering Date: Approval: PW Approval: Date: Other( ): Date: To request an inspection:(952)442-7520 Page 1 of 1 CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue 01QsF ni05g Spring Park, MN 55384 El Handout Given Routed to MNSPECT Phone: 952-471-9051 Fax: 952-471-9160 ❑ Lead Handout Given SITE ADDRESS:4428 West Arm Road,Spring Park,MN 55384 PID: 18-117-23-34-0044 1)Was the home constructed before 1978?(YES❑,continue with line 2,NO V continue without completing EPA Section) 2)Will the work disturb�:6 sq ft of interior painted surfaces or 2:20 sq ft of exterior painted surfaces?(YES❑go to line 4,NO❑line 3) 3)Are there any windows being replaced?(YES❑,go to line 4,NO u continue without completing EPA Section) 4)Has this home been Certified Lead Free?(YES❑,you MUST Attach Certification Information,NO❑complete line 5) 5)EPA Contractor Certification Number. NAT- (applies to contractor only) • PROPERTY OWNER:Ed&Shawn Tripet Address:4428 West Arm Road City: Spring Park State-MN Zip:55384 Email:etripet@gmail.com �r Contact Name:Ed Tripet Phone:612-910-7731 • CONTRACTOR:Wix Construction&Design Address:4461 Ba side Road City:Maple Plain State MN Zi :55359 Phone:952-292-6447 Fax Contractor License No:BC781065 Contact Name:Grant Wickesber Phone:952-292-6447 Email:grant@wixconstruction.com ARCHITECT:Steve's Drafting&Home Design Address: 3100 Rhode Island Avenue S City: St.Louis Park State: MN Zip: 55426 Phone:612-221-5772 Fax: • Email.stevesdrafting@gmail.com Contact Name.Steve Mueller Phone:612-221-5772 TYPE OF WORK: ❑New Construction ❑Deck ❑Pool ❑Re-Roof c Commercial Residential ❑Change of Use ❑Retaining Wall = Porch ❑Re-Side EST.VALUATION OF WORK ❑Finish Basement ❑Demolition ❑Fence $ 58,000 ❑Remodel ❑Fire Sprinkler ❑Shed Square feet: ❑Addition ❑Fire Alarm �/�Vindow/Door Replacement N/A o Garage-Attached/Detach ❑Plumbing-provide detail on Page 2 # ing replaced(l)Front Door rr Detailed Description of Work: ❑AccessoryStructure ❑Mechanical-provide detail on Page 2 Misc Other Replacement of Front Door&Front Entry Roof,Rotted Siding(Corner Boards,Soffit,&Facia),&Garage Door.Removal of Existing Front • Elevation Landscaping Hardscape Signature of this application by the legal property owner or a licensed contractor.as the owners representative.Is required and authorizes the Zoning Administrator or designee and the Building Official or designee to enter upon the property 10 perform needed inspections.Entry may be without prior notice.I hereby acknoWledge that I have read this application and state that all information is true and correct to the best of my knowledge I further agree that all work performed will be In accordance with approved plans specifications and conditions and to abide by all ordinances of the Municipality and the laws of the State of Minnesota regarding actions taken pursuant to this permit,1 agree to pay all plan review fees even If I choose not to proceed with the work.Permit expires when work rr Is not commenced within 18o days from date of permit.or It work Is suspended.abandoned.or not inspected for 18c days Work beyond the scope of this permit.or work without a pennk or inspection. • will be subject to a penally. Noise Ordinance In Effect: AON Y-FRIDAY Before 7 a.m.and after 10 p.m.Weekends/Holidays before 7 a.m.and after 8 p.m. SIGNATURE OF APPLICANT: DA E:7/1/2024 PRINTED NAME:Grant Wickesberg This is the signature of: Owner or Owner's Representative OCCUP.TYPE: CONST.TYPE: CODE: BLDG SPRINKLED Yes/No VALUATION:$ Permit Fee: $ -100-:30 WAC Charge: $ Plan Review Fee: $ SgE&'►C Sewer&Water Hook-Up: $ State Surcharge: $ .go Sewer&Water Disconnect: $ Site Inspection Fee: $ Water Meter. $ S.E.C. Fee: $ Muni SE/WA Fee: $ Investigation Fee/Other Fee: $ SAC Escrow: $2.485 } Copy Charge($.25 per 8.5 x11 page) $ Other. $ 1 ZO Liccnco Check($5)1 Lead Chock($5) $ TOTAL DUE: $ 15 N SUB-TOTAL $ 'NOTE:Commercial plans will be submitted to the Mel Council Environmental Svcs Plumbing Fee(from Page 2) $ for SAC determination. Escrow payment will be required when permit is issued. If W Mechanical Fee from Page 2 $ after Met Council review no SAC is determined,escrow will be refunded in full. U ILL Special Conditions/Required Setbacks: U. O Building Approval By: DATE: Printed Building Appro al By: ❑ License Verification❑ Lead Verification-Che ed By: City Approval By: DATE: a(P Paid:1s .A—GIO Date: '"I Id � Receipt No. '?�Q By: op ` � CITY OF SPRING PARK ❑ MECHANICAL PERMIT ❑ PLUMBING PERMIT PAGE 2 FOR PERMIT ISSUANCE PAGE 1 and PAGE 2 should be complete MECHANICAL INFORMATION Mechanical Contractor: Address: City: State: zip: Phone: Fax: State Bond No: Contact Name: Email: Contact Phone: Detailed Description of Work: Indicate type of project, fixtures, and Gas Lines you will be installing or replacing (include count for each type of fixture): MECHANICAL FIXTURES GAS LINES Quantity Quantity Quantity Furnace Kitchen Fan Furnace Air Conditioning System Bath Fan Fireplace Air Exchanger Grill Unit Heater Fireplace Water Heater Unit Heater Grill In Floor Heat Dryer Gas Log Stove Office Use Only: Replacement(one fixture only, no piping or vent changes) Mechanical Permit Fee: $ ❑Addition/Remodel Gas Line Permit Fee: $ ❑New Construction State Surcharge: $ ❑Other -_ Other: $ _ Total Mechanical Permit: $ PLUMBING INFORMATION Plumbing Contractor: Address: City: State: Zip: Phone: Fax: Plumbers License No: IState Bond No: Contact Name: Contact Phone: Email: Detailed Description of Work: Indicate type of project and fixtures you will be installing or replacing (include count for each type of fixture): PLUMBING FIXTURES Quantity uantiQuantity Water Heater Shower Laundry Tub Gas = Electric Dishwasher Rough-In Future Fixture Water Softener Clothes Washer Sump Lawn Sprinkler System Ice Maker Line Water Piping System Water Closet(Toilet) Hose Bib Floor Drain Lavatory Wash Basin Bathtub Office Use Only: ❑ Replacement(one fixture only, no piping or vent changes) Plumbing Permit Fee: $ ❑Addition/Remodel State Surcharge $ ❑ New Construction Other: $ ❑ Other Total Plumbing Permit: $ The field copy of these plans must be kept Hardwired and interconnected smoke alarms are on-site and made available to inspector required in the following locations: during all inspections. 1 (one) in every bedroom 1 (one) in the area outside every bedroom To schedule inspections call At least 1 (one) per floor where no bedrooms exist (952) 442-7520 including basements and habitable attics Please have the permit number and street Hardwired and interconnected CO alarms are address ready at the time of the call. required in the following locations: 1 (one) Carbon Monoxide (CO) alarm is required outside of and within 10-feet of every bedroom or sleeping area. Emergency Escape and Rescue Doors 1 (one) CO alarm is required on every level that contains a bedroom or sleeping area. Where a door is provided as the required 1 (one) CO alarm is required inside bedrooms when that EERO, it shall be side hinged or slider. bedroom or attached bathroom contains a fuel fired Where the window is below grade it shall appliance be provided with an Area well Interconnection may be achieved by use of a The minimum net clear height opening UL 217 or UL 2034 Listed Wireless System for any door that serves as an EERO shall be in accordance with R310.2.1 Exceptions: Existing spaces, where interior finishes are not removed Area wells shall have a width of not less exposing the structure, may have battery operated smoke than 36". The area well shall be sized to or CO alarms that are not interconnected. allow the EERO to be fully opened. All required alarms must be installed and operational Area wells deeper than 44" shall be at time of final building inspection. equipped with a permanently affixed ladder or steps usable with the door fully opened. The ladder rungs shall have an inside width no less than 12" and shall Buildings shall have approved address numbers, building project no less than 3" from the wall numbers or approved building identification placed in a spaced no more than 18" apart. position that is plainly legible and visible from the street or road fronting the property. These numbers shall Area wells shall be designed for proper contrast with their background. Addresses shall be drainage by connecting to the building's Arabic numbers or alphabetical letters. Numbers shall not foundation drainage system or be an be spelled out. Each character shall be a minimum of 4 approved alternate method inches high with a minimum stroke width of 1/2 inch. Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means of identification Read all attached materials. shall be used and maintained. Everyone performing work to which the code is applicable Reviewed for Code Compliance shall comply with the code. This review is limited to the submitted scope of work,is based upon the supposition that the plan accurately depicts the intended construction and end-use,that the necessary legal authority has been obtained to construct the project and work is subject to code compliance and field inspection during construction. Scope of Work By: Nick Uuaff Type of Construction: Not Applicable Date: 7/5/2024 Occupancy Classification: IRC-1 Single Family Replacement of Front Door & Front Entry Roof, Rotted Siding (Corner Boards, Soffit, & Permit#: 24SP-00058 Code Edition: 2020 MN Residential Code Facia), & Garage Door. Existing Ceiling,Wall or Floor Cavities separating All vehicle access doors(overhead doors) conditioned from non-conditioned spaces exposed must be rated to withstand 115 M.P.H STIA's DRAPING See attached during construction shall be filled with insulation. Ultimate wind loads. Approved assemblies a;HOME MIGN must be marked/labeled as compliant with engineering for ANSI/DASMA108.Doors specific wind rating construction details p 9 31W��.ro5 drawing and Manufacturer's instructions must s,Lw a .WSU28 and requirements. be present on site for building inspector. g REMOVE EXI5TIN6 WEATHER �+ DAMAGED BEAM AND EXPOSED o. RAFTERS.NEW CEDAR BEAM AND EXISTING CEMENT-FIBER RAFTERS EXP05ED TO UNDERSIDE, LAP SIDING TO REMAIN. z CEDAR SHIPLAP BETWEEN RAFTERS. REPAIR AS NEEDED W U EXISTING PLYWOOD SIDING TO REMAIN. REPLACE EXISTING Q REPAIR AS NEEDED FASCIA WITH EQUIVALENT _ SIZE MIRATEG PRODUCT to 12 ALL 4 ELEVATIONS W (EXISTING)btp - - 4i 12 9" a a n REMOVE EXISTING SFNN6LE5, _ $ THIS Y — Irt q I - - Y C�A REPLACE EXISTING DOORS =50UHRAGE DOOR 5TYLE T$D. ` ATION EXISTING BRICK PLANTERS "=I,REPLACE E BOARDS WITH C2m73W EQUIVALENEG PRODUCTALL 4 ELE a�sl F I 1 A. GENERAL STRUCTURAL NOTES 7. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWS: MINNESOTA RESIDENTIAL CODE 2020(IRC 2018).STANDARDS LISTED • POST FOOTINGS,MONOSLAB FOOTINGS: 3500 PSI VN IN STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND 8. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 EFFECTIVE DATE IDENTIFIED IN THE REFERENCED STANDARDS 'STANDARD SPECIFICATION FOR CONCRETE CURING"AND ACI 308R'GUIDE CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE. TO CURING CONCRETE". 2. THE STRUCTURAL NOTES ARE INTENDED TO ADD TO THE DRAWINGS. 9. COLD WEATHER WORK-WHEN AMBIENT AIR TEMPERATURE IS BELOW 40F, SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS AND THE THE COLD WEATHER CONSTRUCTION PROCEDURES UNDER ACI 530.1 SHALL STRUCTURAL NOTES,THE STRICTEST PROVISION SHALL GOVERN. BE FOLLOWED. 3. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO D. MASONRY NOTES AURORA ENGINEERING LLC CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, 165Z 1 MAYFI ELD DR THE SECTIONSIDETAILS,EVEN IF THEY ARE NOT SPECIFICALLY 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES'AND SHALL REFERENCED ON THE PLANS. BE CONSTRUCTED IN ACCORDANCE WITH ACI SWA,'SPECIFICATIONS FOR EDEN PRAIRIE,MN 55347 4. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON MASONRY STRUCTURES." (95Z)500-3336 THIS DOCUMENT.THE SEAL DOES NOT INCLUDE THE MEANS,METHODS 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM SEQUENCES AND PROCEDURES OF CONSTRUCTION,INCLUDING BUT NOT COMPRESSIVE STRENGTH Fm-1,500 PSI U.N.O.MASONRY SHALL HAVE A www.AuroraEng.com LIMITED TO TEMPORARY SHORING AND BRACING. TEXTURE SUITABLE FOR STUCCO APPLICATIONS WHERE ARCHITECTURAL Info@AuroraEng.com 5. DO NOT SCALE STRUCTURAL DRAWINGS.IF DIMENSIONS ARE OMITTED DRAWINGS INDICATE STUCCO APPLICATION. OR NOT CLEAR,CONTACT THE ENGINEER. 3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND. 6. PLANS AND SITE INFORMATION HAS BEEN PROVIDED BY THE CLIENT 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM CLIENT: LISTED. ENGINEER BEARS NO RESPONSIBILITY FOR ACCURACY OF COMPRESSIVE STRENGTH OF 2,000 PSI.MORTAR BELOW GRADE SHALL BE WIX CONSTRUCTION& DIMENSIONS SHOWN. TYPE M.ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS 7. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THE SPECIFICALLY INDICATED OTHERWISE.USE EITHER PORTLAND DESIGN COMPANY ENGINEERS ASSUMPTIONS NOTED ON THESE DRAWINGS AND ACTUAL CEMENT/LIME OR MASONRY CEMENT FOR MORTAR. 1809 BAKER PARK RD SITE CONDITIONS FOUND DURING CONSTRUCTION IMMEDIATELY BY 5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY MAPLE PLAIN,MN 55359 WRITTEN COMMUNICATION. COMPRESSIVE STRENGTH OF 2,5W PSI. 8. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE E. WOOD FRAMING NOTES (952)292-6447 PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES,CURRENT 1. STRUCTURAL SAWN LUMBER,STRUCTURAL COMPOSITE LUMBER,AND EDITION,AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE'NATIONAL ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.-(NDS) PROJECT: DRAWINGS.THIS SHALL NOT BE CONSTRUED TO MEAN THAT 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH"PANEL DESIGN REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED SPECIFICATION'AND SHALL CONFORM TO'VOLUNTARY PRODUCT FRONT ENTRY ROOF BECAUSE THEY ARE MORE STRINGENT THAN THE CODE STANDARD PSI CONSTRUCTION AND INDUSTRIAL PLYWOOD" 4428 W ARM RD REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED 3. ORIENTED STRAND BOARD(OSB)SHALL CONFORM TO"VOLUNTARY SPRING PARK,MN 55384 BY CODE. PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOO-BASED B. DESIGN CRITERIA STRUCTURAL-USE PANELS'. 1. BUILDING RISK CATEGORY................................................=II 4. ALL BEAMS AND HEADERS SHALL BE(2)-PLY U.N.O. 2. VERTICAL LOADING: 5. ALL LUMBER IN CONTACT WITH EARTH,CONCRETE,OR MASONRY-AND • ROOF TOP CHORD LIVE LOAD.........................................= 20 PSF WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING PROJECT#231209 • ROOF TOP CHORD DEAD LOAD....................................... 15 PSF CLEARANCES LESS THAN X"ON TOP,SIDES,AND END(S)SHALL BE SHEET • FLOOR LIVE LOAD..........................................................=40 PSF PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE • FLOOR DEAD LOAD........................................................- 12 PSF BARRIER. TITLE: OW CRITERIA: UCTURAL SAWN LUMBER SHALL E MACHINE STRESS RATED(MSR)OR 3. •NGROUND SNOW LOAD(Pg)................................................= 50 PSF 6 VISUALLY GRADED NO.I INO. OR BEBTTER.THE MOISTURE CCONTE OF THE STRUCTURAL • EXPOSURE FACTOR(Ce).................................................= 1.0 WOOD IN SERVICE WILL NOT EXCEED 19%. NOTES • IMPORTANCE FACTOR(Is)..............................................= 1.0 7. ALL 2x4,2x6 OR 2x8 SHALL BE MINIMUM SPRUCE-PINE-FIR(SPF)U.N.O.ALL • THERMAL FACTOR(Cl)...................................................= 1.0 2x10 AND 2x12 SHALL BE DOUGLAS FIR(DF)OR SOUTHERN YELLOW PINE(SP) • ROOF SLOPE FACTOR(Cs)..............................................= 1.0 U.N.O. NOW LOADS ADJACENT VERTICAL PROJECTIONS&LOW ROOFS 8. BEARING AND EXTERIOR WALL STUDS SHALL HAVE DOUBLE(2X)TOP PLATES ADJACENT TO HIGH ROOFS ARE INCREASED FOR THE EFFECT OF INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT DRIFTING. INTERSECTIONS.END JOINTS IN DOUBLE(2X)TOP PLATES SHALL BE OFFSET 4. LATERAL LOADING: AT LEAST 48 INCHES AND SHALL BE NAILED WITH NOT LESS THAN DATE/ISSUED FOR: • WIND CRITERIA (8)-0.16Tx2-M-FACE NAILS ON EACH SIDE THE JOINT. 2/13/2 BASIC WIND SPEED............................................= 115 MPH 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM 1 023 D 5456 WITH ® INITIAL 2/1312RELE 23 EXPOSURE CATEGORY.......................................= B THE FOLLOWING ALLOWABLE DESIGN STRESSES: SE INTERNAL PRESSURE COEFFICIENT....... •I-0.18(ENCLOSED) • LAMINATED VANEER LUMBER(LVL):E=200D KSI;Fb-26W KSI Q - • EARTH PRESSURE LOADING: • PARALLEL STRAND LUMBER(PSL):E=1800 KSI;Fb•2400 KSI -- ALLOWABLE SOIL BEARING CAPACITY: • LAMINATED STRAND LUMBER(LSL):E=1300 KSI;Fb=1700 KSI _ TOTAL LOADS(INCLUDING WIND&SEISMIC)............= 1500 PSF 10, BEARING WALL HEADERS SHALL HAVE MINIMUM(1)4X JACK STUD AND(1}2X IL LATERAL EARTH(EFP)..................................................=45 PCF KING STUD U.N.O.ON DRAWINGS. • SEISMIC DESIGN CATEGORY:A 11. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERSIBEAMS SHALL Q C. CONCRETE NOTES MATCH THE GIRDERBEAM PLY COUNT WITHIN X'TOLERANCE(2-PLY STUD 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI COLUMN MINIMUM).SOLID BLOCK ALL GIRDER/BEAMS THRU FLOOR Q -- 332"RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. SYSTEMS AND TO THE FOUNDATION. 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE 12. WHEN NOT SHOWN ON DRAWINGS OR DETAILS,THE NAILING SCHEDULE FOR Q - REQUIREMENTS OF ACI 332'RESIDENTIAL CODE REQUIREMENTS FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE MN RESIDENTIAL - STRUCTURAL CONCRETE'U.N.O. BUILDING CODE TABLE R602.3(1). 3. CONSTRUCTION MEANS,MATERIALS,OR METHODS NOT ADDRESSED IN ACI 332 SHOULD MEET THE STANDARDS ESTABLISHED IN ACI 318. 4. CEMENT SHALL CONFORM TO ASTM C150"SPECIFICATION FOR PORTLAND CEMENT.'CONCRETE SHALL BE NORMAL WEIGHT,U.NO. BY AFFIXING MY SIGNATURE AND 5. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33'SPECIFICATON SEAL,I HEREBY CERTIFY THAT THIS FOR CONCRETE AGGREGATES." PLAN WAS PREPARED BY ME OR 6. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60. UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. THOMAS A.WEBER,P.E. MN PE#47360 DATE: 12/13/23 `%%J1111111 p,S A STRUCTURAL DRAWING SHEET INDEX: LICENSED S0.1 -GENERAL NOTES&DESIGN CRITERIA - PROFESSIONAL S1.0-ROOF FRAMING PLAN - ENGINEER - ,N*% 47360 f Q; 11►111%�� Digitaly signed by e,-E ///'p Thomas Weber jl+ , Date.' 2023.12.13 SHEET: 13:53:43-06100 S0. 1 (5) 10d TOENAILS (OR 3" CONSTRUCTION SCREWS) @ EA RAFTER TO LEDGER 2x CEDAR LEDGER w/(2)Y4"x 4" NEW ROOF TO ALIGN WITH SPAX T-STAR WASHERHEAD EXISTING ROOF POWERLAGS(OR SIM)TO EA STUD(16"O.C. MAX) AURORA ENGINEERING LLC 2x4 or 2x6 EXPOSED CEDAR 16521 MAYFIELD DR EDEN PRAIRIE,MN 55347 o RAFTERS @ 24"O.C. (952)500-3336 www.AuroraEng.com 1x6 T&G CEDAR CEILING w/ Info@AuroraEng.com DROP HEADER* %6"STRUCTURAL SHEATHING FOR ROOF DECKING CLIENT: 1E WIX CONSTRUCTION& DROP HEADER TO DESIGN COMPANY BEAR ON (2)2x4 1809 BAKER PARK RD COLUMN @ EACH END MAPLE PLAIN,MN 55359 *DROP HEADER OPTIONS: (952)292-6447 A. (1)4x10 CEDAR#2 OR BTR BIRDSMOUTH CUT @ B. (1)4x8 CEDAR#1 OR BTR EA RAFTER w/(4) 10d PROJECT: C. (1)6x8 CEDAR#1 OR BTR TOENAILS FRONT ENTRY ROOF 4428 W ARM RD D. (1)8x8 CEDAR#2 OR BTR SPRING PARK,MN 55384 E. (3)2x8 SPF F. (2) 1 Y4"X 5 y" LVL PROJECT#231209 �.. SHEET TITLE: ROOF FRAMING PLAN ROOF FRAMING PLAN SCALE: 1/4"=V-0 DATE/ISSUED FOR: ® 12/13/2023 INITIAL RELEASE 0 -- New roo system 4} - to align with 1 emove existing exist/n< _(edger & replace as noted on roof plan _ BY AFFIXING MY SIGNATURE AND SEAL,I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR .w - UNDER MY DIRECT SUPERVISION AND w ~• IT THAT I AM A DULY LICENSED Poc et new YO Remove existln�p± Y00 PROFESSIONAL ENGINEER UNDER _ p heade _ rafters & heaGier. THE LAWS OF THE STATE OF r into exist/ng wall @ both ends roof planeplace s noted on MINNETHOMAS A.WEBER, EA ■��'V MN PE#47360 DATE: 12/13/23 It Il Al IF Om "A +" LICENSED PROFESSIONAL _ ENGINEER wars: � SHEET: S1 .0 C City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952)471-9051 pG3G�[ CC�' p��Qa Fax (952)471-9160 )a Lahc:llirrrr�<<�rrl�a Project Name: Date: 07/05/2024 Approval Status: Approved As Is Jurisdiction: City of Spring Park Construction Type: ID: 24SP-00058 Applicant Name: Wix Construction & Design -Grant Applicant Phone: (952) 292-6447 Applicant Email: grant@wixconstruction.com Jobsite: 4428 WEST ARM RD Code: 2020 1309, Minnesota Residential Code Reviewed: Building The plans and specifications, for the project named above, have been reviewed for substantial compliance with the current Minnesota State Building Code.This review is limited to the submitted scope of work; is based upon the supposition that the data on which the design is based are correct and that the necessary legal authority has been obtained to construct the project.Although every attempt has been made to identify code issues or concerns for proper and necessary change, the project designer(s), the building contractor(s)and the property owner(s) are ultimately responsible for providing complete code compliance and maintaining minimum construction standards for the safeguarding of life or limb, health, public welfare and property while constructing this project. Approval is based on the correction of all noted deficiencies and compliance with all items listed below.Any changes from these documents and/or additional information shall be submitted to the Department of Building Safety for code compliance review and approval.Written response of approval must be on site prior to implementation of such changes. The following information is related to the submitted plans/scope or as general information regarding code compliance. Compliance with the stated requirements will be verified during the construction process. All work shall be inspected. It is the responsibility of the contractor/installer to contact the Department of Building Safety, when ready to schedule an inspection, at(952)442-7520 during regular business hours. If you have any questions or concerns regarding this plan review, please contact me via telephone at(952)442-7520 or email at codereview@mnspect.com. Nicolas Qualle Plans Examiner (952)442-7520 nqualle@safebuilt.com 4428 WEST ARM RD Page 1 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952)471-9051 MOM PRM Fax (952)471-9160 )rr Cac;lliiureturt ,� Plan Specific Items: Building:Approved As Is-Nicolas Qualle, nqualle@safebuilt.com PLANS DATED: 12/6/2023& 12/13/2023 PLAN SHEETS REVIEWED:3 SCOPE OF WORK: Replacement of Front Door& Front Entry Roof, Rotted Siding (Comer Boards, Soffit,&Facia),& Garage Door. General Requirements: Building Planning: 1. Overhead garage doors shall meet the wind loading requirement of 115 Ultimate Wind Speed. Garage door assemblies must be accompanied by the manufacturer's engineering drawing and installation instructions, on site, for the building inspector to review. (Mn Rule 1309.R301.2.1) 2. In combustible construction, fire-blocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)and to form an effective fire barrier between stories, and between a top story and the roof space. (MN Rule 1309.R302.11) 3. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2- percent). (MN Rule 1309.R311.3) 4. Smoke alarms shall be installed in the following locations: (MN Rule 1309.R314.3) i. In each sleeping room. ii. Outside each separate sleeping area within 21'of the bedroom doors. iii. On each additional story of the dwelling, including basements and habitable attics but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. iv. Smoke alarms shall not be installed within 3' horizontally of a bathroom that contains a tub or shower unless this requirement interferes with other required placements. 5. Smoke alarms shall be interconnected. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MN Rule 1309.R314.1.1) 6. When required, Carbon Monoxide alarms shall be installed outside and not more than 10 feet from each separate sleeping area or bedroom.Alarms shall be installed on each level containing sleeping areas or bedrooms. Alarms shall also be installed inside each bedroom where a fuel-fired appliance is present in the bedroom or its attached bathroom. (MN Rule 1309.R315.3) 7. Carbon Monoxide alarms shall be interconnected. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MN Rule 1309.R314.4) 8. Carbon Monoxide alarms shall receive their primary power from the building wiring where such wiring is serviced from a commercial source, and where the power is interrupted, shall receive power from a battery. (MN Rule 1309.R315.6) 4428 WEST ARM RD Page 2 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 pG3��'1G paG3G� Fax (952)471-9160 hr Ga�e,llinuetnn�d 9. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position visible from the street or road fronting the property.These numbers shall contrast with their background.Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Numbers shall be at least 4 inches high with a minimum stroke width of 1/2 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. (MN Rule 1309.R319.1) Floors: 1. Notches in solid lumber joists, rafters and beams shall not exceed one-sixth of the depth of the member, shall not be longer than one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of the member shall not exceed one fourth the depth of the member. The diameter of holes bored or cut into members shall not exceed one-third the depth of the member. Holes shall not be closer than 2 inches to the top or bottom of the member, or to any other hole located in the member. Where the member is notched, the hole shall not be closer than 2 inches to the notch. (MN Rule 1309.R502.8.1) 2. Cuts, notches, and holes bored in engineered wood products are prohibited except where permitted by the manufacturer's recommendations or by a registered design professional. Walls 1. Drilling and notching of studs shall be in accordance with the following: i. Notching.Any stud in an exterior wall or bearing partition shall be permitted to be cut or notched to a depth not exceeding 25 percent of its width. Studs in nonbearing partitions shall be permitted to be notched to a depth not to exceed 40 percent of a single stud width. ii. Drilling.Any stud shall be permitted to be bored or drilled, provided that the diameter of the resulting hole is not more than 60 percent of the stud width, the edge of the hole is not more than 5/8 inch to the edge of the stud, and the hole is not located in the same section as a cut or notch. Studs located in exterior walls or bearing partitions drilled over 40 percent and up to 60 percent shall be doubled with not more than two successive doubled studs bored. See Figures R602.6(1) and R602.6(2). (MN Rule 1309.R602.6) Wall Coverings: 1. Gypsum board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1178, C1278 or C1396. Use of water-resistant gypsum backing board shall be permitted on ceilings.Water-resistant gypsum board shall not be installed over a Class I or II vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufacturer. (MN Rule 1309.R702.3.7) i. Limitations.Water-resistant gypsum backing board shall not be used where there will be direct exposure to water, or in areas subject to continuous high humidity(MN Rule 1309.702.3.7.1). 2. Approved corrosion-resistant flashing shall be applied shingle-fashion in such a manner as to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self-adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish.Approved corrosion-resistant flashing shall be installed at all the following locations: (MN Rule 1309.R703.4) i. Exterior window and door openings. Flashing shall be installed at the head and sides of exterior window and door openings and shall extend to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with at least one of the following: a. The fenestration manufacturer's installation and flashing instructions. When flashing is not addressed in the fenestration manufacturer's instructions, it shall be installed in accordance with the flashing 4428 WEST ARM RD Page 3 ter' City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 G°pG3G�G�1G pQQ� Fax (952)471-9160 hr f C Viarrctun"I manufacturer's instructions; b. in accordance with the flashing design or method of a registered design professional; and in accordance with other approved methods. ii. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. iii. Under and at the ends of masonry, wood, or metal copings and sills. iv. Continuously above all projecting wood trim. v. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood-frame construction. vi. At wall and roof intersections. vii. Where exterior material meets in other than a vertical line. viii. Where the lower portion of a sloped roof stops within the plane of an intersecting wall cladding in such a manner as to divert water away from the assembly in compliance with Section R903.2.1. ix. At the intersection of the foundation and rim joist framing when the exterior wall covering does not lap the foundation insulation. 3. Pan flashing of windows and doors. Pan flashing shall be installed in accordance with the fenestration manufacturer's installation and flashing instructions.Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. (MN Rule 1309.R703.4.1) Roof-Ceiling: 1. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1/16 inch minimum and inch maximum. Openings in roof framing members shall conform to the requirements of Section R802.7. Required ventilation openings shall open directly to the outside air and shall be protected to prevent the entry of birds, rodents, snakes, and other similar creatures. (MN Rule 1309.R806.1) 2. The minimum net free ventilating area shall be 1/150 of the area of the vented space. (MN Rule 1309.R806.2) i. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided both of the following conditions are met: a. In Climate Zones 6, 7 and 8, a Class I or II vapor retarder is installed on the warm-in-winter side of the ceiling. b. Not less than 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located not more than 3 feet below the ridge or highest point of the space, measured vertically.The balance of the required ventilation provided shall be located in the bottom one-third of the attic space.Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet below the ridge or highest point of the space shall be permitted. 3. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. The rough-framed opening shall not be less than 22 inches by 30 inches and shall be located in a hallway or other readily accessible location. Where located in a wall the access shall not be less than 22"wide by 30" high. When the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30 inches at some point above the access 4428 WEST ARM RD Page 4 City of Spring Park -- 4349 Warren Ave Spring Park, MN 55384 ���� ��7l/� I�/��� Phone(952)471-9051 (r'U�8HO PAM Fax (952)471-9160 n Lai I intlelorr"I measured vertically from the bottom of ceiling framing members. (MN Rule 1309.R807.1) 4. A kick-out flashing shall be installed where the lower portion of a sloped roof steps within the plane of an intersecting wall cladding, in such a manner as to divert or kick out water away from the assembly. The kickout flashing shall be a minimum of 2'/2"long. (MN Rule 1309.R903.2.1) MN Special Provisions: 1. All automatic garage door opening systems that are installed, serviced, or repaired for garages serving residential buildings, must comply with the provisions of Minnesota Statutes, sections 325F.82 and 325F.83. (MN Rule 1303.1400 & 1309.R309.4) 4428 WEST ARM RD Page 5 :: WIX CONSTRUCTION Et DESIGN LLC Residential Contractors I Residential Building Contractor ISSUED Expiration Date: 03/31/2025 er ftb BC781065 Legal Business Name WIX CONSTRUCTION £t DESIGN LLC Public Mailing Address 4461 BAYSIDE RD MAPLE PLAIN, MN 55359 EmailAddress grant@wixconstruction.com keA � Qualifying Person B Qualifying Person GRANT T WICKESBERG ee Insurance be'" Workers' Compensation Insurance EXEMPT ker Liability Insurance 05/01/2025 ,r License Information Enforcement Action No Applicant Entity Employs No Employees Application Number 503113 Business Type Limited Liability Company (LLC) Do you have employees? No Not Required Yes Projected Gross Annual Receipts Less than $1 million Registered? No wO More Home Select Language A Home I a Minnesota Department of Labor and Industry © 2024 - Intuitive Municipal Solutions, LLC RECEIPT City of Spring Park ..� 4349 Warren Ave, Spring Park, MN 55384 (952)471-9051 24SP-00058 I Repair/Remodel/Alteration (Residential) Oil &1 'C_1linnetoirO Receipt Number: 324 Payment Amount: $1,519.50 July 10,2024 Transaction Method Payer Cashier Reference Number Check Wix Construction Jamie Hoffman 64346966 Comments Assessed Fee Items Fee items being paid by this payment Assessed Fee Item Account Code Assessed Amount Paid Balance Due On 07/05/24 Contractor License Look-up $5.00 $5.00 $0.00 07/05/24 State Surcharge $29.00 $29.00 $0.00 07/05/24 Residential Plan Review $585.20 $585.20 $0.00 07/05/24 Residential Building Permit $900.30 $900.30 $0.00 Totals. $1,519.50 $1,519.50 Previous Payments $0.00 Remaining Balance Due $0.00 Application Info Property Address Property Owner Property Owner Address Valuation 4428 WEST ARM RD E M TRIPET& S M TRIPET 4428 WEST ARM RD $58,000.00 SPRING PARK, MN 55384 SPRING PARK, MN 55384 Description of Work Replacement of Front Door& Front Entry Roof, Rotted Siding (Corner Boards, Soffit, & Facia), & Garage Door. Removal of Existing Front Elevation Landscaping Hardscape