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Permits - Permit# 23SP-00052 - 4246 West Arm Drive - 7/12/2023City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 Phone:(952) 471-9051 Fax: (952) 471-9160 For Inspections: (952) 442-7520 Repair/Remodel/Alteration Residential) 23SP-00052 Date Issued: 07/12/2023 Property Owner: GERALD P WALSH TRACEY H WALSH Expiration Date: 01/08/2024 Mailing Address: 4246 West Arm Drive Job Site Address: 4246 West Arm Drive, Spring Park, MN Category: 55384 Residential Alteration Spring Park, MN 55384 Phone: Permit Type: Repair/Remodel/Alteration (Residential) Email: Valuation: $250,000.00 Description of Work: Kitchen remodel with replacement windows and new window, & Master Bath remodel. Subdivision: Required Setbacks: Parcel ID: Filing: Lot: Actual Setbacks: Block: Total Sq Ft: Contractors: Fee Items Amount Primary Knight Construction (612) 919-7984 State Surcharge $ 125.00 Residential Building Permit $ 2,337.00 Contractor License Look -up $ 5.00 Lead Certification Look -up $ 5.00 Residential Plan Review $1,519.05 Total Fees: $ 3,991.05 NOTICE Signature of Applicant/Date Building Department Signature/Date 07/12/2023 MUST BE POSTED ON JOB SITE W� k--6�a� INSPECTION CARD City c f Spring Park SPRING PARK OnLake Winnetanka 4349 Warren Ave, Spring Park, MN 55384 P 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. PERMIT NO.: 23SP-00052 PERMIT TYPE: ration lRe (Residential) Alte ration (Residential) ISSUED DATE: 07112/2023 EXPIRATION DATE: 01106I2024 PROJECT ADDRESS: 4246 West Arm Drive, Spring Park, MN 55394 PARCEL NO,: GERALD P WALSH TRACEY H OWNER: WALSH CONTRACTOR: Knight Construction CONTRACTOR PHONE: (812) 919-7984 DESCRIPTION OF WORK: Kitchen remodel with replacement windows and new window, 8 Master Bath remodel. CONSTRUCTION TYPE: INSPECTION OCCUPANT LOAD: DATE INSP PASSED COMMENTS INSPECTION Taming I Energy Code/insulation ire/Draft Stopping 113uilding Final Fire Approval: Date: Engineering Approval: PW Approval: Date: Other To request an inspection: (952) 442-7520 DATE INSP PASSED COMMENTS Date: Date: Page 1 of 1 CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue 23SP-00052 Spring Park, MN 55384 ❑ Handout Given Phone: 952-471-9051 Fax: 952-471-9160 ❑ Lead Handout Given Routed to MNSPECT SITE ADDRESS: 2 Ll 1) Was the home constructed before 1978? (YES ❑, oontinue with line 2, NO a r; ntirloe without completing EPA Section) :1) Will the work disturb k6 sq ft of interior painted surfaces or>20 sq ft of exterior painted surfaces? (YES o go to line 4, NO c One 3) :3) Are there any windows being replaced? (YES c, go to line 4, NO o continue without completing EPA Section) -0 Has this home been Certified Lead Free' (YES ❑. you MUST Attach Certification Information, NO D complete line 5) :i) EPA Contractor Cerfffica#ion Number NAT - (applies to contractor only►) ■ IPROPERTY OWNER: 37 Address: q=q4tLj c e0-91_ r" -S 'rll:. State. Zi : Email: r:orltact Name. "fit-- , Phone: 6 lfi I - 71 * dDONTRACTOR: rlerAl .I- I' 4%e Address: c ; : State: Zi . Phone: `i l - 74 B Fax: Contractor License No: C, d Z. Contact Name: 14X-C- Phone: -Malsw►c+r► t ARCHITECT:ti ARCHITECT• Address: c : State: zip, Phone: Fax: e email: Contact Name: Phone: TYPE OF WORK: r New Construction n Deck - Pool n Re -Roof in Commercial Residential ❑ Change of Use n Ruining Wall o Porch m Re -Side EST. VALUATION OF VMRK ❑ Finish Basement o Dernolition o Fence 'L6 j(Remodel n Fire Sprinkler a Shed :Square feet: o Addition o FireAlarm o Window/Door Replacement o Garage-Attached/Detach ❑ Plumbing -pride doled an Page 2 # being replaced Detailed Description of Work: : Accessoll Structure o MechaniCal-provide detail an Page 2 o Mist Other +Ai4=apm!A%—A ! t -ti- AIL mde. t/ r i !ignaare of this epplkadon oy 90 ipai property wmr or a keneed e , as she owners representative, is recim"d and autnarims tfle Zoning Adrrlir&MW Or and tin autklmg ulel _r designee to enter upon the preparty to parbm needed inspectlma. Entry may be imi tdut prior notice. I hereby acknoWdedge Ihal I have read sus applcolkn and state that all informatlon Is true and zoned to the beat of my lutowts ip. I Wow agree that all work portioned will be In accordance web approved plena. spectlfcallam and conditions and to aNde by ad ordinances of the Municipally +rid the laws of time Slate of Minnesota regarding aCgona tsdwn pursuant to this permit. I agree to pay ell plan lwrlewrlWaa Wren It I @booze not to proceed with the work Pwmk expires when wok " not commenced within 180 days hom dole of porml, or d work Is suspended abandoned. or not Inspected tar 1130 days, work beyond lie scope of dds peimk or wok wilhout a permit or Inspection. 1 A bw subled to a palely. Noise Ordinance In Effect M NDAY - FRIDAY Before 7 a.m. and after 1G p.m. WeekendslHolidays before 7 a.m. and after 8 p.m. .SIGNATURE OF APPLICANT: 11"DATE: t4 iPRINTED NAME: This Is the signature of: Owner or - Owner's Re esentative occuP. TYPE:IRC-1 CONST. TYPE: NIA CODE2020 MRC BLDG SPRINKLED Ye No VALUATION: $ 250,000.00 Permit Fee: $4155% WAC Charge: $ Plan Review Fee: $ lob JR. C Sewer & Water Hook -Up: $ State Surcharge: $ . bD Sewer& Water Disconnect: $ Site Inspection Fee: $ Water Meter. $ S.E.C. Fee: $ Muni SEfWA Fee: $ Investigation Fee / Other Fee: $ *2016 SAC Escrow. T1248-r% Copy Charge ($.25 per 8.5 x11 page) $ Other. $ ZC Lioortsc Chock ($6) ! Load Chock (35) $ TOTAL DUE: $ t D IN SUS -TOTAL $ a dS 01 Plumbing Fee (from Page 2) $ Coor_ I 'ubr,wt.di Met Council Environmental 8vp Lu Mechanical Fee from Page 2 $ ro° daterrruelelia SAC payment required when pormit Is Issued. It ne ar Met Council review no SAG Is determined, escrow will be refunded In Adi. LL Special Conditions/Required Setbacks: LL O Building Approval By: rj ?V*qj44 DATE: 6/21/2023 Printed Building Approval By: Derrick Wyman 0 License Verification ❑ Lead Verification - Checked By: ZW City Approval By. DATE: a Paid: t. prj Date: ff t E 96S Receipt No. S IS By: PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 Project Name: Date: 07/10/2023 Approval Status: Approved As Is Jurisdiction: City of Spring Park Construction Type: ID: 23SP-00052 Applicant Name: Knight Construction - Jeff Harrison Applicant Phone: (612) 919-7984 Applicant Email: jeff@knightremodeling.com Jobsite: 4246 West Arm Drive Code: 2020 1309, Minnesota Residential Code Trades 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 contractordnstaller 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. Derrick Wyman Plans Examiner dwyman@mnspect.com 4246 West Arm Drive Page I PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 Building: Approved As Is - Derrick Wyman, dwyman@mnspect.com PLANS DATED: 2/20/2023 PLAN SHEETS REVIEWED: Bath 111 Kitchen 616 SCOPE OF WORK: Kitchen remodel with replacement windows and new window, & Master Bath remodel. General Requirements: MN Residential Code: 1. Bathrooms and water closet compartments without a window compliant with MN Rule 1309.R303.3 are required to have artificial light and mechanical ventilation (MN Rule 1309 R303.3) 2. Bathtub and shower floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less than 6 feet above the floor. (MN Rule 1309 R307.2) 3. Glazing in walls or enclosures containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers where the bottom exposed edge if the glazing is less than 60 inches measured vertically above any standing or walking surface shall be considered a hazardous location. This shall apply to single glazing and all panes in multiple glazing. (MN Rule 1309.R308) a. Exception: i. Glazing more than 60 inches measured horizontally and in a straight line, from the water's edge of the bathtub, hot tub, spa, whirlpool, or swimming pool or from the edge of a shower, sauna, or steam room. 4. Habitable space, hallways, bathrooms, toilet rooms, laundry rooms, and portions of basements containing these spaces shall have a ceiling height of not less than 7 feet. The required height shall be measured from the finished floor to the lowest projection from the ceiling. (MN Rule 1309. R305.1) 5. Smoke alarms shall be installed in the following locations: (MN Rule 1309.R314.3) a. In each sleeping room. b. Outside each separate sleeping area Within 21' of the bedroom doors. c. 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. d. Smoke alarms shall not be installed within 3' horizontally of a bathroom that contains a tub or shower unless this requirement would interfere with other required placements. 6. Smoke alarms shall be interconnected. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MN Rule 1309.R314.4) 7. Carbon monoxide alarms shall be installed outside and not more than 10 feet (3048 mm) 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) 8. Carbon Monoxide alarms shall be interconnected. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MN Rule 1309.R314.4) 4246 West Arm Drive Page 2 MRK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 9. 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) 10. 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 a minimum of 4 inches high with a minimum stroke width of 112 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 1309.11319.1) MN Energy Code: 1. All exhaust, supply, and return air ducts and plenums shall be insulated according to Table R403.2.1. (MN Rule 1322 R403.2.1) Insulation is only required in the conditioned space for a distance of 3 feet from the exterior or unconditioned space. 2. Ducts, air handlers, and filter boxes shall be sealed. (MN Rule 1322 R403.2.2) 3. Building framing cavities shall not be used as ducts or plenums. (MN Rule 1322 R403.2.3) 4. Insulation for new hot water pipe with a minimum thermal resistance (R-value) of R-3 shall be applied to the following: (MN Rule 1322 R403.4.2) a. Piping larger than 314 -inch nominal diameter. b. Piping from the water heater to kitchen outlets. c. Piping located outside the conditioned space. d. Piping from the water heater to a distribution manifold. e. Piping located under a floor slab. f. Buried piping. g. Supply and return piping in recirculation systems other than demand recirculation systems. h. Piping with run lengths greater than the maximum run lengths for the nominal pipe diameter given in Table R403.4.2. 5. A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of the permanently installed lighting fixtures shall contain only high efficacy lamps. (MN Rule 1322 R404,1) 6. Maximum allowed fenestration U factors, is 0.32 for windows. (MN Rule 1322.Table 402.1.1). Mechanical Code Items: 1. Mechanical ventilation requires a minimum exhaust rate of 50 cfm in toilet rooms and bathrooms. (MN Rule 1346.403.3.1.1) 2. The air removed by every mechanical exhaust system shall be discharged outdoors at a point where it will not cause a nuisance and not less than the distances specified in 501.3.1. The air shall be discharged to a location from which it cannot again be readily drawn in by a ventilating system. Air shall not be exhausted into an attic or crawl space and the exhaust system shall be equipped with a backdraft damper at the point of discharge. (MN Rule 1346.501.3) 4246 West Arm Drive Page 3 r� PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 3. The termination points of exhaust outlets and ducts discharging to the outdoors shall be located with the following minimum distances (MN Rule 1346.501.3.1) a. For all environmental air exhaust: 3 feet from property lines; 3 feet from operable openings into buildings, and 10 feet from mechanical air intakes. 4. Ducts shall be supported at intervals not to exceed 12 feet. Flexible and other factory -made ducts shall be supported in accordance with the manufacturer's instructions. (MN Rule 1346.603.10) 5. Exhaust hood systems capable of exhausting in excess of 400 cfm (0.19 m3/s) shall be provided with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. (MN Rule 1346.505.4) MN Fuel Gas Code: 1. Corrugated stainless steel tubing (CSST) that is not listed with an arc -resistant jacket or coating system in accordance with ANSI LC 11CSA 6.26. CSST gas piping systems and piping systems containing one or more segments of CSST shall be electrically continuous and bonded to the electrical service grounding electrode system or, where provided, the lightning protection grounding electrode system (MN Rule 1346.5310.2). 2. This section applies to corrugated stainless -steel tubing (CSST) that is listed with an arc -resistant jacket or coating system in accordance with ANSI LC 11CSA 6.26. The CSST shall be electrically continuous and bonded to an effective ground fault current path. Where any CSST component of a piping system does not have an arc -resistant jacket or coating system, the bonding requirements of Section 310.2 shall apply. Arc -resistant -jacketed CSST shall be considered to be bonded where it is connected to an appliance that is connected to the appliance grounding conductor of the circuit that supplies that appliance (MN Rule 1346.5310.3). 3. Where in contact with or passing through concrete or other abrasive material, metallic piping and fittings coated with a corrosion -resistant material, sleeve, or casing shall be used. Steel pipe exposed in exterior locations shall be galvanized or coated with approved corrosion -resistant material (MN Rule 1346.5403.8). 4. Prior to acceptance and initial operation, all piping installations shall be visually inspected and pressure tested to determine that the materials, design, fabrication and installation practices comply with the requirements of this code (MN Rule 1346.5406.1). a. Test pressure. The test pressure to be used shall be no less than 25 psig irrespective of design pressure (MN Rule 1346.5406.4.1). b. Test Duration. Test duration shall be not less than one-half hour. When testing a system in a single-family dwelling, the test duration shall be permitted to be reduced to 10 minutes with prior approval from the building official (MN Rule 1346.5406A.2). c. Test gauges. Tests which utilize dial gauges shall be performed with gauges of 2 psi incrementation or less and shall have a pressure range not greater than twice the test pressure applied. The test pressure shall be within the middle 50 percent of the test gauge pressure range (MN Rule 1346.5406.4.3). 5. Appliances shall be provided with an approved main shutoff valve before the first branch line. The main shutoff valve shall be installed in the first available location inside the building 5 feet or less above the floor that provides ready access and shall have a permanently attached handle (MN Rule 1346.409.5.1). 6. Piping shall be supported at intervals not exceeding the spacing specified in Table 415.1. Spacing of supports for CSST shall be in accordance with the CSST manufacturer's instructions (MN Rule 1346.5415.1). Plumbing Code Items: 1. Fixtures shall be set level and in proper alignment with the reference to adjacent walls. No water closet or bidet shall be set closer than 15 inches from its center to a side wall or obstruction nor closer than 30 inches center to center to a similar fixture. The clear space in front of a water closet or bidet shall not be less than 24 inches. (MN Rule 4714.402.5) 2. Water closets shall have an average consumption not to exceed 1.6 gallons of water per flush (MN Rule 4714.403.2) 4246 West Arm Drive Page 4 PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 3. Shower heads shall have a maximum flow rate of not more than 2.5 gpm at 80 psi. (MN Rule 4714.408.2) 4. Shower and tub -shower controls shall be of the pressure balance, thermostatic, or combination pressure balancefthermostatic mixing type that provides scald and thermal shock protection in accordance with ASSE 1016 or ASME A112.18.11CSA 13125.1. Handle valves shall be adjusted to deliver a maximum mixed water temperature of 120°F (MN Rule 4714.408.3) 5. Shower compartments, regardless of shape, shall have a minimum finished interior of 1024 square inches and shall also be capable of encompassing a 30-inch circle. (MN Rule 4714.408.6) 6. A temperature limiting device shall be provided on bathtubs and whirlpool tubs to limit the filler temperature to no more than 120° F MN Rule 4714.409.4) 7. Prior to acceptance and initial operation, all piping installations shall be visually inspected and pressure tested to determine that the materials, design, fabrication and installation practices comply with the requirements of this code. a. Testing: I. Drain/WasteNent: 1. Must hold a uniform 5# psi for 15 minutes. (MN Rule 4714.712.3) 2. Gauge increments to be 0.1 psi or less (MN Rule 4714.318.2) 4714.318.5) 3. Test gauges shall have a pressure range not exceeding twice the test pressure applied.(MN Rule ii. Water Lines: 1. Minimum 50# psi for 15 Minutes (MN Rule 4714.609.4) 2. Gauge increments to be 1.0 psi or less (MN Rule 4714.318.3) 4714.318.5) 3. Test gauges shall have a pressure range not exceeding twice the test pressure applied.(MN Rule 4. Pax manufacturers specifications (MN Rule 4714.609.4) 4246 West Arm Drive Page 5 40 s —71 —40 18 f�-l7' 23 8" 12',-B 1 i FS4 9 2 N '•"' o td 6 m ° TOIL.P0 a" n W ' Z NJ 1„ dDco �a - a N �£Z N a SI La a �O Q "6 wt1 u4�� "CJCCJ ug5� w+ 5 d o 0- 0 w f�= � '§a ��■� g § �£§ § A�� k A g�k � � � � ■ ■- & �ƒ k \ �§ @§� � g � @ � E� §k � . � JIL __ d a � I� wpm 0 to 0 Fq t mij s P =--m The field copy of these plans must be kept on -site and made Electrical available to inspector during all inspections. To schedule inspections call All electrical must be approved by local Electrical Inspector. (952) 442-7520 For electrical permit inquiries please contact the City of Spring Please have the permit number and street address ready at the time Park Electrical Inspector. of the call. Dave Hucky (952)442-7520 Plan Revisions All construction shall comply with the approved plans. The maximum hot water temperature at Bathtubs and Plan revisions will not be reviewed in the field without prior approval Whirlpool tub fillers not to exceed 120 degrees Fahrenheit, from the Building Official. Submit all plan revisions to the installation of limiting device meeting ASSE 1070 or CSA Department of Building Safety for review, prior to their construction. B125.3 is required. Anti -scald and thermal shock protection device required at Hardwired and interconnected smoke alarms are required in the shower and tub -shower control valves meeting ASSE 1016 or ASME Al 12.181CSA B125.1. following locations: 1 (one) in every bedroom Hand -Held showers require back -flow prevention. Internal •1 (one) in the area outside every bedroom back flow prevention devices to comply with ASME Al 12.18.11CSA B125.1 or have an external back -flow -At least 1 (one) per floor where no bedrooms exist including prevention device complying with ASME All 12.18.3 installed at basements and habitable attics final inspection. Existing spaces where no electrical work has taken place may have battery operated smoke alarms that are not interconnected. 1 (one) Carbon Monoxide (CO) alarm is required outside of and 10 feet of every bedroom or sleeping area. A CO alarm is ionizing Smoke Alarms required on every level that contains a bedroom or sleeping area. shall be installed no closer than 20' to cooking appliances CO alarms may be hardwired, plugged into an outlet or battery Ionizing Smoke Alarms Equipped With a Silencing Switch operated. shall not be installed closer than 10" to cooking appliances All required alarms must be installed and operational at time of Photoelectric Smoke Alarms final building inspection. shall not be installed closer than 6' to cooking appliances Alarms Adiiacent to Bathrooms No alarms shall be installed within 3' horizontally of a tub or A minimum of R-3 insulation shall be applied to hot water pipe in shower containing bathroom unless this interferes with other accordance with the following; placement requirements * Piping larger than 314" nominal diameter. * Piping from the hot water heater to kitchen outlets. * Piping located outside of conditioned space. * Piping from the hot water heater to a distribution manifold. 505.2 Domestic cooking exhaust. Where domestic cooking Piping under a floor slab and any buried piping. exhaust equipment is provided, it shall comply with the " Supply and return piping in hot water circulation systems. follawing as applicable: "Piping exceeding the maximum lengths given in table R403.4.2. 1. The fan for overhead range hoods and downdraft exhaust equipment not integral with the cooking appliance shall be listed and labeled in accordance with UL 507. 5. Domestic kitchen exhaust hoods ducted to the outdoors Read all attached materials. shall have makeup air provided according to Minnesota Rules, part 1346.0501. Refer to Minnesota Rules, part 1346.6010 for Everyone performing work to which the code is applicable Table C-1, "Recommended Capacities for Domestic Kitchen shall comply with the code. Exhaust Hoods." Reviewed for Code Compliance Separate Permits Required For: This review is limited to the submitted scope of work, is based upon the supposition that the plan r=ieclrical accurately depicts the intended construction and end -use, that the necessary legal authority has it Mechanical been obtained to construct the project and work is subject to code compliance and field inspection during construction. `�' Plumbing By: VerricklWyman Type of Construction: Not Applicable Fireplace Demolition Date: 7/10/2023 Occupancy Classification: IRC-1 Single Family Fire Suppression System Septic Permit #: 23SP-00052 Code Edition: 2020 MN Residential Code 54Il 554m 2 —31 -Lo' 311— 31 2 T 2 9;z L, A t Z— .L 101 ogo �ao M O „y � O N b m . A� O � _ A� ° wro o N 0 Y F o m w "Cool tiles L� BMW Z'L►84 f`1 VS) -A -------------- AM F • GM � �I i N N O i ta c cc 1 �N N N ` ! r i E "! N T t a m ° ( q m o M co a o 'M cl D O W •�"" Jr t? 13 N I 0 -64 [0 a m � m �� N • y V1 ro �+ M ° 3 �� •Sq O O n _ I'� hZbB 4 9 4 4 riS� =8i1 Z e L60Z----------------- Z4 ,SL Z4 w,SeL Zb I� w IE � ■ ■ i I�I Y ■ I� u ■ ■ I�I Y ■ u mi HE ire • ril�• I- p `M N G N N N 'd M Q rr W D ,Ooo U bj�j O g ay.0„ U kclq § -4 o A§ rn � k/ k a 2 2k/ �§] §2 k '\§ �SJ fib© 2 © : 2 u §■a$ 2 �kJ kkgo � cq 0 Clq � 0 $fƒ §© N \ \ Akƒ aj 03 i%■a §2t � you M ;.4 N M N C � O N � zy M ay Title: Knight Construction - 4746 W Arm Dr Spring Park MN - Truss Evaluation - Rev 000 Purpose: Determine the Truss Support and Modications for Removing Intermediate Bearing Beam Conclusions: The existing trusses are acceptable for the removal of the intermediate bearing beam, provided that the following modicatins are made: MATERIALS SHALL BE SYP GRADE NO.1 ;FOR LVLS: 2.CE-2900FB, MINIMUM) SISTER 2X8 (OR 5.5" L'.`L) ON EACH SIDE OF TOP CHORD (FASTEN EACH WITH 16"D NAILS, 4" Q.C. OR 1/4"x3.125" GRK RSS, 6" O.C.) (SPLICES ARE ACCEPTABLE, PROVIDED THEY APE NOT OVER ANY TRUSS JOINTI 1/2" 056 GUSSET ON EACH SIDE (FASTEN WITH BD NAIL, 6" D.C,) (OR 1/4" GRK RSS, 12" O.C.) SISTER 2X6 ON EACH SIDE OF WEB ' (FA=TEN EACH WITH 16"D NAILS, 4" O.C. OR 1/4"x3.125' GRK RES, 6" O.C.) SISTER 2X8 (OR 5.5" LVLI ON EACH SIDE OF BOTTOM CHORD INSTALL SIMPSON MSTA36 STRAP ACROSS JOINT iFASTEN EACH WITH 16'D NAIL, 4" D.C. OR 1/4"A3.125 GRK RSS, 6" U.C.i FILL IN GAP! ;SPLICES :.RE :ACCEPTABLE, PROVIDED THEY ARE NOT OVER ANY TRUSS JOINT) Evaluations: Case 1: Determine Truss Forces and Reactions RDI = 10.0 psf Top Chord Dead Load (truss self -weight plus roofing materials) Rsl = 35.0 psf Top Chord Live Load CDI = 10.0 psf Bottom Chord Dead Load (truss self -weight plus sheetrock) SpaceT = TopD = TopL = TopDL = BotDL = 24.0 Truss Spacing 20.0 pif 1.67 lb/in Top Chord Dead Load 70.0 pif 5.83 lb/in Top Chord Live Load 90.0 pif 7.50 lb/in Top Chord Total Load 20.0 pif 1.67 lb/In Bottom Chord Total Load Arnnerties of Wnnd Truss Mamhorc- Type/Grade Fb (psi) Fb (psi) (Snow) Fc (psi) Ft (psi) E (psi) SPF Grade No.2 875 875 1,150 450 1,400,000 (ASD) safety factor 1,504 1,504 1,425 673 1,400,000 SPF Grade No.2 (ASD) safety factor 875 1 1,504 875 1,5041 1,150 1,595 450 1 673 1,400,000 1,400,000 SPF Grade STUD 675 675 725 450 1,200,000 (ASD) safety factor 699 893 285 518 1,200,000 CD = 1.15 Load Duration Factor (Roof Live) CD = 1.15 Load Duration Factor (Snow) Ci = 1.30 Size Factor (fb and ft) Ci = 1.30 Size Factor (fb and ft) Cl = 1.10 Size Factor (fc) - 2x4 Top Chord Bottom Chord Webs Cr = 1.15 Repetitive Member Factor (Fb only) Top Chord (2x6) Bottom Chord (2x6) Web (2x3) Web (2x4) C = 0.80 0.80 0.80 0.80 U = 48.19 in 78.14 in 85.20 85.20 in F'c = 1,454,75 psi 1,719.25 psi 1,083.88 1,083.88 psi Fce = 14,991.27 psi 5,701.59 psi 305.74 305.74 psi Fce/F'c = 10.31 3.32 0.28 0.28 F*c = 1,424.82 psi 1,595.30 psi 285.35 285.35 psi b = 1.5 in 1.5 in 1.5 1.5 in d = 5.5 in 5.5 in 2.5 3.5 in Ab = 8.250 in^2 8.250 in^2 3.750 5.250 inA2 Sb = 7.563 inA3 7.563 inA3 1.563 3.063 inA3 Ib = 20.797 inA4 20.797 inA4 1.953 5.359 in"4 wnA tMPd 14n 19- GV TM&I 9 Truss Member Stress: Axial Stresses (A) Member Force (lbs) Type Location Length gt Axial Stress (psi) Allowable (psi) Axial SR 5 141 Comp Top 68.841 17.0 1,425 0.012 6 2,725 Comp Top 41.305 330.3 1,425 0.232 7 1 1,958 Comp Top 96.377 1 237.3 1,425 0.167 8 1 909 Comp Top 82.6091 110.1 1,425 0.077 9 929 Comp Top 58.678 112.6 1,425 0.079 1 (2,355) Ten Bottom 97.673 285.5 673 0.424 2 (2,354) Ten Bottom 85.464 285.4 673 0.424 3 4 (1,573) (8) Ten Ten Bottom Bottom 73.255 48.836 190.6 0.9 673 673 0.293 0.001 10** 1,675 Comp Web 71 81.75 101.5 285 0.3S6 11 287 Comp Web 12 76.5 285 0.268 12 (1) Ten Web 45.454 0.3 518 0.001 13 14 15 16 (152) 821 (570) 1,207 Ten Comp Ten Comp Web Web Web Web 48 89.978 79.5 97.673 40.5 219.0 152.1 229.91 518 285 518 285 0.078 0.767 0.294 0.806 17 (228) Ten Web 106.5 60.7 518 0.117 18 (1,171) Ten Web 87.158 312.3 518 0.603 19** 2,893 Comp Web 75.452 175.3 285 0.614 - - cnv JIDLUICU w racn 3ioe-- Bending Stress with Snow (B) * Bending Stress without Snow (C') Member Bending Stress [psi) Allowable (psi) Bending SR A+B SR Bending Stress (psi) Allowable Bending A+C SR (psi) SR 5 587.5 1,504 0.391 0.391 130.6 1,504 0.087 0.087 6 211.5 1,504 0.141 0.195 47.0 1,504 0.031 0.083 7 1,151.5 1,504 0.765 0.804 255.9 1,504 0.170 0.199 8 846.0 1,504 0.562 0.572 188.0 1,504 0.125 0.132 9 426.8 1,504 0.284 0.292 94.9 1,504 0.063 0.070 1 262.8 1,504 0.175 0.599 2 Snow Load is on Top Chord Only 201.2 1,504 0.134 0.558 3 147.8 1,504 0.098 0.382 4 65.7 1,504 0.044 0.045 Webs Web Members are not Subject to Bending Stress Truss Member Deflection: (Lan 4AW X ® Y'-03" Total Deflection: (in) 1.157 Deflection Allowable: (Length of the Structure/180) 1.667 Max Bending Deflection (ABend) (in) 0.289 Max Deflection Ratio ([MaxaFBx+ABend]/Allowable): 0.868 CHECK FASTENING TO EXISTING TRUSS NAILS CD = 1.15 Load Duration Factor CA = 1.00 Geometry Factor Cg = 1.00 Group Action Factor n = 2.00 # number of plys n = 4 in spacing of Nails r= 1 # number of rows of Nails Z= 120.0 lbs (16D Nails) Z' = Z*CD*CM*Ct*Cd*Ceg*Cdi 138.0 lbs Z'n = 414.00 pif Vmax (per side) = 395.8 pif CHECK (VmaxaZ'*n) PASS 0.956 CHECK FASTENING TO EXISTING TRUSS IGRK RSS1 CD = 1.15 Load Duration Factor CA = 1.00 Geometry Factor Cg = 1.00 Group Action Factor n = 2.00 # number of pays n = 6 in spacing of Screws r = 1 # number of rows Z= 222.0 lbs 1/4"x3.125" GRK RSS Z= Z*CD*CM*Ct*Cd*Ceg*Cdi 255.3 lbs Z'n = 510.60 plf Vmax (per side) = 395.8 pif CHECK (Vmax<Z'•n) PASS 0.775 Waiver: Engineer performing the evaluation is not responsible for material selection or construction, including ensuring all connections between building materials are adequate. The engineer performing the evaluation does not hold any liabilityfor the removal of existing structure and construction meeting all applicable local, state, and federal coding requirements. This liability falls on the contractor/builder. It is the responsible of the builder to ensure that the materials used in the construction of the new configuration meet all applicable quality and building standards. If there do exist descrepencies, this evaluation may need to be revised in order to take them into consideration. The assumptions made in this evaluation were based on general engineering pratices and on customer design input. If any of the input is not correct (or adjusted after the fact), the customer should notify PIPE (engineer) of any changes that need to be incorporated into the evaluation. Signature: Adam Reiter, PE (50364), June 28th, 2023 a, 4JA,— I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. Signature: Typed or Printed Name: AAam Len Reiter Date: 06-28-2023 License Number: 50364 RECEIPT City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 (952)471-9051 SPFL-::J�'E Pair j,- 23SP-00052 i Repair/Remodel/Alteration (Residential) On Lake Minnetonka Receipt Number: 212 Payment Amount: $3,991.05 July 12, 2023 Transaction Method Payer Cashier Reference Number Check Knight Construction Jamie Hoffman 34815 Comments Assessed Fee Items Fee items being paid by this payment Date Fee Item Account Code Assessed Amount Paid Balance Due 07/10/23 State Surcharge $125.00 $125.00 $0.00 07/10/23 Residential Building Permit $2,337.00 $2,337.00 $0.00 07/10/23 Contractor License Look -up $5.00 $5.00 $0.00 07/10/23 Lead Certification Look -up $5.00 $5.00 $0.00 07/10/23 Residential Plan Review $1,519.05 $1,519.05 $0.00 T019b $3,991.05 $3,991.05 Previous Payments Remaining Balance Due $0.00 $0.00 Permit Info Properly Address Property Owner Property Owner Address Valuation 4246 West Arm Drive GERALD P WALSH TRACEY 4246 West Arm Drive $250,000.00 Spring Park, MN 55384 H WALSH Spring Park, MN 55384 Description of Work Kitchen remodel with replacement windows and new window, $ Master Bath remodel.