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Permits - Permit# SP-2021-00016 - 4434 West Arm Road - 6/18/2021 (2)r_- 0 F) PrA rZ ;C To Schedule an Inspection Call: 952-442-7520 Details City of Spring Park Permit Permit Number: SP-2021-00016 Issue Date: 3/18/2021 Zoning Type: RESIDENTIAL Use Type: IRC-1 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS • MON-FRI: 8AM-4:30PM • NO HOLIDAYS Site Address: 4434 WEST ARM ROAD, SP, MN 55384 Description: Demo out interior and replace finishes. Replace some windows and doors Permit Granted To: Hage Homes Permit Type: BLDG - Remodel, Small Residential Homeowner's Name: DALE KLEIN Permit Exp: 9/1/2021 Phone Number: 6127024445 Valuation: $240,000.00 Parcel #: 1811723340045 Fees (5) 1 1 Sale Date Quantity Date Paid StatuW ;�Imt into Amount 11809 License Lookup 3/5/2021 1.00 3/18/2021 Paid Check: 5781 $5.00 11809 Lead Certification 3/5/2021 1.00 3/18/2021 Paid Check: 5781 $5.00 11809 State Surcharge 3/5/2021 1.00 3/18/2021 Paid Check: 5781 $120.00 11809 -Permit Fee 3/5/2021 1.00 3/18/2021 Paid Check: 5781 $2,266.00 11809 Plan Review Fee 3/5/2021 1.00 3/18/2021 Paid Check: 5781 $1,472.90 Total: $3,868.90 Notes • This permit is issued in accordance with and subject to all provisions of Ordinances and policies governing building and zoning in City of Spring Park. • Permit Holder/Contractor/Owners Agent is responsible to call for the inspections! • Permit Packet, including approved plan, and this inspection record must be posted in an accessible location before calling for inspection. Maintain this inspection record until work is complete. • No deviations from the approved plans are allowed without prior consent from the building inspections department. • To Owner, Occupant, or Contractor: It is ILLEGAL TO OCCUPY this area/building until all required final inspections have been made, approved, signed, and certificate of occupancy issued! Scott Qualle, Building Official City of Spring Park *4349 Warren Avenue ♦ 55384 Copyright ©2021 RECEIVED MAR - 8 2021 CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue SP-2021-00016 Spring Park, MN 55384 ❑ Handout Given Phone: 952-471-9051 Fax: 952-471-9160 El Lead Lead Handout Given RouteNSPECT �_,t�Q;� to MSPEC -,,a I SITE ADDRESS: {q3i Am. RtaA PID: S2b2, Zg2zi'DII 1) Was the home constructed before 1978? (YES a, continue with line 2, NO ❑ continue without completing EPA Section) 2) Will the work disturb >_6 sq ft of interior painted surfaces or>_20 sq ft of exterior painted surfaces? (YES L go to line 4, NO ❑ line 3) 3) Are there any windows being replaced? (YES a, go to line 4, NO c continue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES o, you MUST Attach Certification Information, NO L complete line 5) 5) EPA Contractor Cerf Fication Number NAT - (applies to contractor only) PROPERTYOWNER: Do,\e kkely\ Address � 4yM Qj Cit State N Zip, Email: le nti-r /plum • Contact Name: DAVt Phone: - %bZ - y y S CONTRACTOR: Address v`c � cc 4- SVif S4� city: State: MN Zi S A-/D S Phone: 7 (a3 - 27 (o - Fax: Contractor License No: Z13 Contact Name: t' Phone: - (o- Email: kf OA e kp C. o ARCHITECT: PKA Address: 2911 S Ave city, M(1 PIS State Zip SS y0 Phone: (0- S 3 - lqq2O Fax • Email at )t 5Sa PK�LYG(n r G4 Contact Name: Al Phone TYPE OF WORK: _ New Construction - Deck - Re -Roof Commercial XResidential = Change of Use = Pool = Re -Side EST. VALUATION OF WORK = Finish Basement - Retaining Wall z Fence S - Zyo�Gbo Remodel =Porch L Shed Square feet - Addition - Demolition = Window/Door Replacement Garage-Attached%Detach - Plumbing -provide detail on Page 2 # being replaced Detailed Description of Work:-Accesso Structure - Mechanical -provide detail on Page 2 - Misc Other • tMo AAA-cvi �c GC C joy MOL+ ca a " c^at✓e of t^'s app.,ca or by tre iegaproperty owror or a ke^sea cortracto'. as ire owrers repress tat..o !s ,ec- rec arc a.t^o,zes t^e Zc- -c Acr• r si a!or o• ces c^ee are the Offra: ces gree to enter t.por tre property to po damp roecec irspecto^s. Ertry may be witho:,t pro, rota. I re eby acK-o,r:edge t^at ra. a ,eac t- s app<at a^ a^c state t^a; a- rfortratior, is to a are co-ect to Ire best of my kroi ledge.. f.drer agree teat a� work perfonrec NSA be in a.co-it, tr app,ovec pars. specifcate,s arc cord tors arc to ao.ce b, a are -a^ces of tre klt,riapalty e^c tre labs Of Ire state of .^!Solt 'ogarw g act ors tare- purl a:^t to this oeT t. I agree to pay aIt plan review fears even If I choose not to proceed with the work. ?!T."d expires whir work U • s -at corrrercoc wdrm 180 days from date of permit. or s suspe^cec. abarco^ec. a, at rsplctec for ?so days. VVO,� beyorc Ire scads of t^'s ps,rr it. or work rrtro;.t a penrit or irspectior. '. oe s.,biect to a peraity. Noise Ordinance In Effect: MONDAY - FRIDAY Before 7 a.m. and after 10 P.M. Weekends/Holidays before 7 a.m. and after 8 p.m. SIGNATURE OF APPLICANT: DATE: 02- 25- 262( ENJILPRINTED NAME: err & e This is the signature of: Owner or = Owner's Representative OCCUP. TYPE: IRC-1 C NST. T PE CODE: 2020 MRC BLDG SPRINKLED Yes i No VALUATION: S 240,000 Permit Fee: S 2,266.00 WAC Charge: S Plan Review Fee: S 1,472.90 Sewer & Water Hook -Up: S State Surcharge: S 120.00 Sewer & Water Disconnect: S Site Inspection Fee: S Water Meter: S S.E.C. Fee: S Muni SE/WA Fee: S Investigation Fee / Other Fee: S SAC Escrow: S2 485 Copy Charge (S.25 per 8.5 x11 page) S Other: S 0 License Check (S5) / Lead Check (S5) S 10.00 TOTAL DUE: S p7 w SUB -TOTAL $ 3,868.90 fn Commercial plans will be submitted to the Met Council Environmental Svcs Plumbing Fee (from Page 2) $ 111.00 w for SAC determination. Escrow payment will be required when permit is issued. If Mechanical Fee (from Page 2) $ 143.50 U after Met Council review no SAC is determined, escrow will be refunded in full. Special Conditions/Required Setbacks: � O Building Approval By: DATE: 03/04/2021 Printed Building Approval By: Nicole Kastern ❑ License Verification ❑ Lead Verification - Checked By: City Approval By: DATE - Pa id: y /,,2J Date: 3-/ / Receipt No. 5,/Y/ By i� CITY OF SPRING PARK ❑ MECHANICAL PERMIT SP- 021-00019 ❑ PLUMBING PERMIT SP-2021-00020 PAGE 2 FOR PERMIT ISSUANCE PAGE 1 and PAGE 2 should be complete MECHANICAL INFORMATION Mechanical Contractor: o k"'QVKCA 0 c< Address yy� Cit : t.vvwa v State: M/V Zi : 55 2© Phone I7- • #020 Fax: State Bond No: N\ 2 3 Contact Name: A&A Email: A-( p,� , Cok" 0 Contact Phone: Detailed Description o Work: &Akl installing or replacing (include count for each type of fixture): Indicate type of project. fixtures, and Gas Lines you will be MECHANICAL FIXTURES Quantity GAS LINES Quantity Quantity Furnace __ — Kitchen Fan Furnace Air Conditioning System _ I Bath Fan I Fireplace Air Exchanger Grill 1 Unit Heater Fireplace Water Heater Unit Heater _ Grill In Floor Heat Dryer Gas Log Stove Office Use Only: Mechanical Permit Fee: S 112.50 - Replacement (one fixture only. no piping or vent changes) - Addition/Remodel - New Construction Gas Line Permit Fee: S - 0Q - Other State Surcharge: S 1.00 __ _ Other: S _ Total Mechanical Permit: $ 143.50 PLUMBING INFORMATION Plumbing Contractor: IP�Lwt r Address: SHOO City q <r LV State: Zi �j Phone: (Of - 90 - (o$ Fax: Plumbers License o: PC668034 State Bond No: Contact Name: Ili LAY oki Contact Email: p$S C 1I , Cam Detailed Description of Work: C11-44oLAC FtXk,pc A. 2 Indicate type of project and fixtures you will be installing or replacing (include count for each type of fixture): PLUMBING FIXTURES Quantity Quantity Quantity Water Heater _7 Shower Laundry Tub - Gas - Electric I Dishwasher Rough -In Future Fixture Water Softener ( Clothes Washer _ Sump Lawn Sprinkler System Ice Maker Line 3 Water Pipinq System Water Closet (Toilet) Hose Bib Floor Drain Lavato Wash Basin Bathtub Replacement (one fixture only, no piping or vent changes) Office Use Only: Plumbing Permit Fee: $ 110.00 ❑ Addition/Remodel State Surcharge $ 1.00 ❑ New Construction Other: $ ❑ Other Total Plumbing Permit: $ 111.00 INSPECTION RECORD OO IT5 2020 MN State Building Code City of Spring Park Permit Number: SP-2021-00016 Issue Date: 3/18/2021 SITE ADDRESS: 4434 WEST ARM ROAD, SP, MN 55384 Description: PERMIT TYPE: BLDG - Remodel, Small Residential Demo out interior and replace finishes. Replace some windows and doors ZONE/USE TYPE: RESIDENTIAL IRC-1 APPLICANT: Hage Homes OWNER: DALE KLEIN No inspection will be performed, and a re -inspection fee will be charged, if this "Inspection Record", the "City of Spring Park Permit", and, when applicable, the approved plans are not available to the inspector. This permit expires if construction activity does not commence within 180 days from obtaining this permit; when construction activity has been suspended or abandoned for at least 180 days; or the work has not been inspected within 180 days from the last documented activity. IF SEPARATE PERMITS ARE REQUIRED, REFER TO THE "SEPARATE PERMITS REQUIRED FOR:" STAMP ON YOUR APPROVED PLANS/CONSTRUCTION DOCUMENTS TO IDENTIFY WHAT SEPARATE PERMITS ARE REQUIRED. ALL REQUIRED ROUGH -IN INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A FRAMING INSPECTION. ALL REQUIRED FINAL INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A BUILDING FINAL INSPECTION. DO NOT COVER ITEMS TO BE INSPECTED. Permit Card (4) Inspection 11111L, Inspector's Response Approval Date Comments or Corrections Required Framing Insulation Final Required Required Required MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY: 8:00 A.M. TO 4:30 P.M. MONDAY THRU FRIDAY. PHONE NUMBER TO CALL: 952-442-7520 When a Certificate of Occupancy is needed, return this card and the approved final inspection notice to the City of Spring Park office. Transaction ID: 11809 Transaction Number: Transaction Type: Payment Recipient: Contractor Notes: Fees (5) Thank you for your Payment! la rY of G`VA R K City of Spring Park 4349 Warren Avenue SP MN,55384 Ph:952-442-7520 Date: 3/18/2021 Method: Check: 5781 Address: 4434 WEST ARM ROAD, SP, MN 55384 Reference: Permit Number: SP-2021-00016 Type: BLDG - Remodel, Small Residential for Hage Homes .. -.1 State Surcharge Paid 1.00 $120.00 $120.00 Lead Certification Paid 1.00 $5.00 $5.00 Plan Review Fee Paid 1.00 $1,472.90 $1,472.90 License Lookup Paid 1.00 $5.00 $5.00 —Permit Fee Paid 1.00 $2,266.00 $2,266.00 Total Amount: $3,868.90 Page 1 of 1 Printed on: 3/18/2021 NORTR f ` T t vICININ MAP xue: xormsrxe KLEIN RESIDENCE 4434 WEST ARM ROAD, SPRING PARK, MN 55384 ARCHITECT: SHEETINDEX _ GENERAL NOTES P—ARCHITECTURE 2919 JAMES AVENUE SOUTH rm� m�L sxeer ys re r� a rwnr�exraA68 xOrm MNNEAPOLIS. MN SSOOB CONTACT: ALYSSA PORTZ, AIA OFF ICE 612.3!KIA920 r ory� CELL 612.9W.6796 oxu ra xuwoea neelr..wE xr r.K EMAIL: ALYSSA@P H.COM No wvrEwraFrupx r Ns sr0.q ro w.rrasr�,mra CONTRACTOR: A.m ex,exxlx.nxoox.aoxxscKa.s 1 r-_—Nn°fFwNlocsr�°aix9�°arsm RAGE HOME rnH.Mc rt Mrn Naxvxoco &.OvoxANRGe Axc nr. 275 MARKET ST. SUITE 567 aE�svarce�iJn �rircmlmacoxrnrcrat MINNEAPOLIS. MN SSWS R10t xoerinuArx; �.. cdRxrcrwTMDe rocoamxwe AuwwxeSlHtcN rxAOEs roaNavAe CONTACT:KERRYIIAGE ca acnoKs� *.wr orE rg x NDr rKe�xr Arn*.Knrunos rnw caxerNc T woxxNAeeww--1HFeEpoCVaENrs.Nn PHONE: T832B63:188 woe AKe me 9oM 9esxoraRenra coA1aa rcaxrxx�se�o rxe ee A STRUCTURAL ENGINEER: ALIGN STRUCTURAL INC., 1 241 CIEVEIAND AVE S. SUITE B2 iwcs wo Loua>,am rrn SAINT PAUL. MN SS105 CONTACT: CHRISTIAN SOLTERMANN. P.E. socwAc w mxcoveKon ueerxrx eM MW— OFFICE: MI.698.0164 - EXT 15 wwve irA u+a.rtecruKe vmn DIRECT: 651.968.6N6 CODE S ZONING INFORMATION 101�11araLe Ncrao vMl .. sxEsnexrwl co. vv PLowN.w ovsMA. usTvx;rl wx�ow �orrae9.oL.>oN.r..ax e< xo� ooloxxwcxuroea ro eRmMamKAAe rKoroMo ABBFIMTIM lo smiRxc i r1�o raan SYMBOL LEGEND �...x e.s xev,avxmm. ®� urrr.x Q .wxu 1 Dr RA Tr TITLES. LJ ® .nexvom.o m .owwre.ww�emm KLEIN RESIDENCE 4434 West Arm Drive Spring Park MN 55384 A RCHITECT VR= KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 r--- ------- ---- ---- --- ------ — __ 1 I I _ _ 1 1 1 ; __— _ 1 wig I - - -- - - ji ______________ _l fiOwWt 1 —"--J I Nipl�gt �— urrwc[ Y�n/OE SFTE PLAN 91 M L 0 ro o.ao mocnama .Eo®rv. o , httttttt�� n 1 � I �a�cEMe.R Oo.c. -- ----------------------- F t LOWER LEVEL PLAN I I I i I I 1 I I I I I I I ------------- Mid ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 r ________________________J III -�� i i f..aa er.�awowr I � I � M� A�EL FLOOR PLAN Lei N L______________J ME 0 ARCH IT ECTU R= KLEIN RESIDENCE 4434 West Arm Drive Spring Park. MN 55384 M E UPPER LEVEL PLAN iAbn A .e IN 0 ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 w�iicorowiurnwwc I i I I I Is -a = I I - WEST ELEVATION 2 SOUTH E LEVATION ��PARTIAL SOUTH ELEVATION nRcuiT=c.Tua= KLEIN RESIDENCE 4434 West Arm Drive Spring Park. MN 55384 KLEIN RESIDENCE 4434 West Arm Drive Spring Park. MN 55384 EAST ELEVATION 4 NORTHELEVATION 0 ARCHITECTURE KLEIN RESIDENCE 4434 Wes[ Arm Drive Spring Park, MN 55384 P&BUILDING SECTION ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park. MN 55384 PARTIAL BUILDING SECTION ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 BUILDING SECTION T.--------------- � goo IOIM�N� --------— —————————— ncwn� 0 `a."iw`.rwcEu�m uwvN��� .um.N e� e�sroeoes Dorn ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 r r i i i i i i ----- — &FOUNDATION / MAIN LEVEL FRAMING PLAN ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park. MN 55384 f �UPPER%LEVEL FRAMING PLAN kv ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park. MN 55384 I I I I I I I I I I I I I `C I �!1ROOF FRAMING PLAN 0 ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 SPRING PARK On Lake 911innetonFa March 4, 2021 Permit Number: SP-2021-00016 Project Name: Hage & Co Inc dba Hage Homes 275 Market St Suite 567 Minneapolis, MN 55405 Scope: Residential Code Review of home remodel in a single-family home located at 4434 West Arm Rd. Inspections: 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 between the hours of 8:00 a.m. and 4:30 p.m., Monday through Friday. The plans and specifications for the project named above have been reviewed for substantial compliance with the current Minnesota State Building Code. The review is limited to the submitted scope of work and 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. The responsibility for the design of structural features must be taken by the project designer. Any changes from the submitted plans and specifications shall be reviewed and approved by the Department of Building Safety. Approval is based on the correction of all noted deficiencies and compliance with all applicable items listed below. The following information is related to the submitted plans/scope as general information and/or code compliance requirements. Compliance with the stated requirements shall be verified during the construction process. Any changes to the plan and any required additional information shall be provided to this agency for code -compliance review and approval, prior to its installation. General Information: 1. Applicable Codes: a. 2020 MN Residential Code (MRC) (2018 IBC as amended) b. 2020 MN Special Provisions (MSP) c. 2015 MN Energy Code (MREC) (2012 IECC as amended) d. 2020 MN Mechanical Code (MMC) (2018 IMC as amended) e. 2020 MN Fuel Gas Code (MFGC) (2018 IFGC as amended) f. 2015 MN State Plumbing Code (MPC) (2012 UPC as amended) g. 2020 MN Electrical Code (MEC) (NFPA 70) 2. Separate permits are required for: a. Electrical b. Mechanical c. Plumbing City of Spring Park 4349 Warren Avenue, Spring Park, MN 55384 Phone: (952) 471-9051 / Fax: (952) 471-9160 / Web: www.ci.spring-park.mn.us 3. The field inspector may identify additional code compliance requirements. Any additional identified code compliance requirements shall be completed. Specific Code Items to Be Addressed During Construction: 1. See attached plans and comments below. 2. Bathroom ventilation is required, either by an operable window or by a mechanical exhaust system. 3. Safety glazing is required in noted bathrooms. 4. New toilets must have 24" clearance in front of the toilet and 15" clearance from center line of toilet to each side. The below items are commonly missed items that require correction following inspections. MN Residential Code: 1. Overhead garage doors shall meet the wind loading requirements as determined by the code. (R301.2.1) 2. The under -floor grade shall be cleaned of all vegetation and organic material. All wood forms used for placing concrete shall be removed before a building is occupied or used for any purpose. All construction materials shall be removed before a building is occupied or used for any purpose. (MRC R408.5) 3. 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 and fluid applied flashings shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashing shall be installed at all of the following locations: (MRC R703.4) a. 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: i. 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 manufacturer's instructions; ii. in accordance with the flashing design or method of a registered design professional; and in accordance with other approved methods. b. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. c. Under and at the ends of masonry, wood, or metal copings and sills. d. Continuously above all projecting wood trim. e. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood -frame construction. f. At wall and roof intersections. g. At built-in gutters. h. Where exterior material meets in other than a vertical line. i. 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. j. At the intersection of the foundation and rim joist framing when the exterior wall covering does not lap the foundation insulation. 4. 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. (MRC R703.4.1) a. Exceptions: i. Windows or doors installed in accordance with the manufacturer's installation instructions which include an alternate flashing method. ii. Windows or doors in detached accessory structures. iii. Skylights, bow or bay windows. iv. Doors required to meet accessibility requirements that would prevent the installation of pan flashing. v. Repairs or replacements of existing windows and doors vi. When a method is provided by a registered design professional. 5. Existing exterior wall cavities separating non -conditioned spaces exposed during construction shall be filled with insulation. 6. Provide solid blocking to foundation for window point loads on each side of the window. 7. 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. (MRC R903.2.1) 8. 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. (MRC R302.11) 9. Bathrooms, water closets compartments, and other similar rooms shall be provided with aggregate glazing area in windows of not less than 3 square feet, one-half of which must be openable. (MRC R303.3) a. Exception: The glazed area shall not be required where artificial light and a local exhaust system are provided. The minimum local exhaust rates shall be determined in accordance with Section M1507. Exhaust air from the space shall be exhausted directly to the outdoors. 10. Mechanical ventilation of a dwelling unit shall comply with either Minnesota Rules, Chapter 1322 or 1346. (MRC R303.4) 11. 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. (MRC R305.1) a. Exception: Bathrooms shall have a minimum ceiling height of 6 feet 8 inches at the center of the front clearance area for water closets, bidets, or sinks. The ceiling height above fixtures shall be such that the fixture is capable of being used for its intended purpose. A shower or tub equipped with a shower head shall have a minimum ceiling height of 6 feet 8 inches above a minimum area 30 inches by 30 inches at the showerhead. b. Basements and basement bathrooms in existing buildings shall have a minimum ceiling height no lower than 64" including girders, ducts and beams. 12. 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. (MRC R307.2) 13. R308.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface shall be considered to be a hazardous location. This shall apply to single glazing and each pane in multiple glazing. a. Glazing that is more than 60 inches, measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool or swimming pool or from the edge of a shower, sauna or steam room. (MRC R308.4.5) 14. All interior stairways shall be provided with a means to illuminate the stairs, including the landings and treads. Interior stairways shall be provided with an artificial light source located in the immediate vicinity of each landing of the stairway. There shall be a light switch at each level when a stairway has six or more risers. Exception: A switch is not required where remote, central or automatic control of lighting is provided. (MRC R303.7) 15. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top landing of the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom of the landing or stairway. (MRC 303.8) 16. Emergency escape and rescue opening required. Basements, habitable attics, and every sleeping room shall have not less than one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, an emergency egress and rescue opening shall be required in each sleeping room, but not be required in adjoining areas of the basement. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way. (R310.1) 17. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather-stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose fill insulation. (MREC R402.2.4) 18. Ducts, air handlers, and filter boxes shall be sealed. (MREC R403.2.2) 19. Building framing cavities shall not be used as ducts or plenums. (MREC R403.2.3) 20. Smoke alarms: a. Shall not be installed within 3' horizontally of a bathroom that contains a tub or shower. i. Smoke alarms shall be installed in the following locations: (MRC R314.3) ii. In each sleeping room. iii. Outside each separate sleeping area in the immediate vicinity of the bedrooms. iv. 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. b. Smoke alarms shall not be installed in the following locations unless it would prevent another required placement: (MRC R314.3.1) i. Ionization smoke alarms shall not be installed less than 20' from cooking appliance ii. Ionization smoke alarms with a silencing switch shall not be installed less than 10' from a cooking appliance iii. Photoelectric smoke alarms shall not be installed less than 6' from a cooking appliance. c. Smoke alarms shall be interconnected. Wireless units that meet UL 217 may be used in lieu of hardwire interconnection. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MRC R314.4) 21. Carbon monoxide alarms: a. 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 it's attached bathroom. (MRC R315.3) b. CO alarms shall be interconnected. Wireless units that meet UL 2034 may be used in lieu of hardwire interconnection. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MRC R314.4) c. CO 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. (MRC R315.6) MN Energy Code: 1. All exhaust, supply, and return air ducts and plenums shall be insulation according to Table R403.2.1. (MREC R403.2.1) a. Insulation is only required in the conditioned space for a distance of 3 feet from the exterior or unconditioned space. b. V means the vapor retarder in accordance with IMC Section 604.11 c. W means an approved weatherproof barrier. TABLE R403.2.1 MINIMUM REQUIRED DUCT AND PLENUM INSULATION Duct Type/Location Duct Type/Location Exterior of building R-8, V and W Attics, garages, and ventilated crawls aces R-8 and V Exhaust ducts within conditioned s aces R3.3 and V 2. Ducts, air handlers, and filter boxes shall be sealed. (MREC R403.2.2) 3. Building framing cavities shall not be used as ducts or plenums. (MREC 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: a. Piping larger than 3/4 -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. All remaining piping shall be insulated to at least R-3 or meet the run length requirements of Table R403.4.2. TABLE R403.4.2 MAXIMUM RUN LENGTH (feet) Nominal Pipe Diameter of Largest Diameter Pipe in the Run inch 3/8 1/2 3/4 > 3/4 Maximum Run Length 30 20 10 5 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. (MREC R404.1) Mechanical Code Items: 1. Mechanical ventilation requires a minimum exhaust rate of 50 cfm in toilet rooms and bathrooms. (MMC 403.2.1) 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 IMC Section 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. (MMC 501.3) 3. The termination points of exhaust outlets and ducts discharging to the outdoors shall be located with the following minimum distances (MMC 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 in accordance with SMACNA HVAC Duct Construction Standards Metal and Flexible. Flexible and other factory -made ducts shall be supported in accordance with the manufacturer's instructions. (MMC 603.10) MN Fuel Gas Code: 1. Corrugated stainless steel tubing (CSST) gas piping systems shall be bonded to the electrical service grounding electrode system. The bonding jumper shall connect to a metallic pipe or fitting between the point of delivery and the first downstream CSST fitting. The bonding jumper shall be not smaller than 6 AWG copper wire or equivalent. Gas piping systems that contain one or more segments of CSST shall be bonded in accordance with this section. (MFC 310.1.1) 2. Corrugated stainless steel tubing (CSST) that is not listed with an arc -resistant jacket or coating system in accordance with ANSI LC 1/CSA 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. (MFC 310.2) 3. The bonding jumper shall connect to a metallic pipe, pipe fitting or CSST fitting. (MFC 310.2.2) 4. The bonding jumper shall be not smaller than 6 AWG copper wire or equivalent. (MFC 310.2.3) 5. The length of the bonding jumper between the connection to a gas piping system and the connection to a grounding electrode system shall not exceed 75 feet (22 860 mm). Any additional grounding electrodes installed to meet this requirement shall be bonded to the electrical service grounding electrode system or, where provided, the lightning protection grounding electrode system. (MFC 310.2.3) 6. Bonding connections shall be in accordance with NFPA 70. 310.2.5 Connection devices. Devices used for making the bonding connections shall be listed for the application in accordance with UL 467. (MFC 310.2.4) 7. 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 1/CSA 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. (MFC 310.3) 8. 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. (MFC 403.8) 9. 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. (MFC 406.1) a. Test Pressure. Test pressure shall be measured with a manometer or with a pressure - measuring device designed and calibrated to read, record or indicate a pressure loss caused by leakage during the pressure test period. The source of pressure shall be isolated before the pressure tests are made. Mechanical gauges used to measure test pressures shall have a range such that the highest end of the scale is not greater than five times the test pressure. b. Test pressure. The test pressure to be used shall be no less than one and one-half times the proposed maximum working pressure, but not less than 25 psig irrespective of design pressure. c. 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. d. 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. 10. Piping systems 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. (MFC 409.1.4) 11. 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. TABLE 415.1 SUPPORT OF PIPING STEEL PIPE, NOMINAL SIZE OF NOMINAL SIZESPACING OF TUBING SPACING OF OF PIPE SUPPORTS (SMOOTH -WALL) SUPPORTS inches feet inch O.D. feet 1/2 6 1/z 3/4 or 1 8 /8 or 3/4 6 11/4 or larger 10 /8 or 1 8 horizontal horizontal 11/4 or larger Every floor or larger [vertical) Every floor vertical level level Plumbing Code Items: 1. Domestic dishwashers shall discharge through an air gap fitting in accordance with 807.4 into a waste receptor, a wye branch fitting on the tailpiece of a kitchen sink or dishwasher connection on a food waste grinder. (MPC 414.3) 2. New 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. (MPC 402.5) 3. New water closets shall have an average consumption not to exceed 1.6 gallons of water per flush. (MPC 403.2) 4. New shower heads shall have a maximum flow rate of not more than 2.5 gpm at 80 psi. (MPC 408.2) 5. New shower and tub -shower controls shall be of the pressure balance, thermostatic, or combination pressure balance/thermostatic mixing type that provides scald and thermal shock protection in accordance with ASSE 1016 or ASME A112.18.1/CSA B125.1. Handle valves shall be adjusted to deliver a maximum mixed water temperature of 120°F. (MPC 408.3) 6. New 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. (MPC 408.6) If you have any questions or concerns regarding this plan review please contact me via telephone at 952-442-7520 or email at codereview(omnspect.com. Regards, Mole 1<asfern, R.A., NCARB Plan Reviewer MNSPECT, LLC Helping You Comply With The Code 235 First St. W. Waconia, MN 55367 O: 952-442-7520 F:952-442-7521 www.mnspect.com COPY CODE & ZONING INFORMATION pol. 3202924230011 LOT Ste: 24,874 SOFT (0.57 ACRES) PER HENNEPIN CO. ZONING R-1 (SINGLE AND TWO FAMILY RESIDENTIAL) FP (FLOODPL AIN OVERLAY DISTRICT) 4434 WEST ARM ROAD, SPRING PARK, MN 55384 ARCHITECT: SHEETINDEX GENERAL NOTES SYMBOLLEGEND PKA. ARCHITECTURE 2919 JAMES AVENUE SOUTH MINNEAPOLIS,MN55408 T.D01 A-001 TITLE SHEET SITE PLAN 1. ALL PLAN DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED 13.1. DOORS. DRww.lo HOre DRAH9G—S (5x 1<5 EnERIORELEvwrtOHw CONTACT: ALYSSA PORTZ, ALA • A-1 DO LOWER LEVEL PLAN OTHERWISE. I.I. -FINISH TO FINISH DIMENSION 13.2. WINDOWS, 13.3. MILLWORK. �oxnwlxG FlorE OFFICE: 612.353.4920 A-101 A-1112 MAN LEVEL PLAN UPPER LEVEL PLAN 12. <X.W F FINISH TO FRAMING DIMENSION -FRAMING TO FINISH DIMENSION 13.4. CABINETRY, 13.5. DOOR B CABINET HARDWARE, S[crwr+ Cur rlDrwrorl CELL: 612.940.6796 • A-2DO EXTERIOR ELEVATIONS 1.3. X'-XX'> •� — • H EMAIL: ALYSSA@PKARCH.COM A-300 OR ELEVATIONS NS 2. ALL CONSTRUCTION SHALL CONFORM TO ALL CODES APPLICABLE AT THE TIME OF PERMIT ISSUANCE. 13.6. TRUSSES, 13.7. STEEL, AND OTHER FABRICATED STRUCTURAL ITEMS, + DpArnhGNpiEg A.T00 B ILDI BUILDING SECTION 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYMENT OF THEIR 13.6. MECHANICAL DUCTWORK AND SYSTEMS PRIOR TO ANY FABRICATION, DETwl NDIUTIXt • A-301 BUILDING SECTIONS OWN PERMITS, LICENSES AND INSURANCES. ORDERING, OR CONSTRUCTION. RootFta tP • A 302 BUILDING SECTIONS 4. CONTRACTOR IS TO ASK PKA ARCHITECTURE FOR CLARIFICATION OF ANY 13.9. PROVIDE PRODUCT AND/OR FINISH SAMPLES WHEN REQUESTED. PKA CEEro HrF xOr TrPK CONTRACTOR: • ASW EXTERIOR WINDOW B DOOR SCHEDULE DIMENSIONS,CONSTRUCTIONS, OR DETAILS THAT ARE NOT UNDERSTOOD ARCHITECTURE APPROVAL MUST BE GIVEN PRIOR TO ORDERING, D EPoDR aEvwnDHTwD HAGE HOME • S-100 FOUNDATION I MAIN LEVEL FRAMING PRIOR TO ANY CONSEQUENT WORK, CONTRACTOR SHALL COORDINATE FABRICATION, OR CONSTRUCTION. ANY CHANGES REQUIRED BASED HOR¢aHru EiEvwmH nttrwroR • S-101 UPPER LEVEL FRAMING AND VERIFY ALL CONDITIONS AND DIMENSIONS NOTED INTHESE ON WORK NOT CONTAINED IN APPROVED SHOP DRAWINGS ARE THE 275MARKETST,SUITE567 MINNEAPOLIS, MN 55405 5 702 ROOF FRAMING DOCUMENTS AND VERIFY ALL EXISTING SITE CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE BROUGHT TOTHE ATTENTION OF PIA. RESPONSIBILITY OF THE GENERAL CONTRACTOR. 14. CONTRACTOR IS TO COORDINATE ALL WORK BETWEEN TRADES TO ENSURE {}nxw >c SPOT ELEvwrbH IN�GTOR OErwlLrwc �norF CONTACT: KERRY HAGE ARCHITECTURE PRIOR TO ANY CONSEQUENT WORK. ANY CORRECTIONS THAT ONE TRADES WORK DOES NOT PREVENT ANOTHER TRADE FROM - PHONE: 763-286-3369 THAT ARE NEEDED BASED ON CONTRACTOR ASSUMPTIONS ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. COMPLETING THEIR WORK IN ACCORDANCE WITH THESE DOCUMENTS. ANY CORRECTIONS THAT NEED TO BE MADE ARE THE SOLE RESPONSIBILITY OF IwRG+rfCTUHwy �gTM w��, 5. IN TALL ALL FLASHING@ DOORS& WINDOWS PER SPECIFIED DOOR& THE GENERAL CONTRACTOR 0wtuEp WINDOWINSTALLATION INSTRUCTIONS AND PER CONSTRUCTION DETAILS. 15. MECHANICAL SUBCONTRACTOR IS TO PROVIDE PKA ARCHITECTURE WITH A �1 DRAWING TITLE STRUCTURAL ENGINEER: e, SEEWINDOW& DOOR SCHEDULE FOR ADDITIONAL INFORMATION.NOTIFY PIA. ARCHITECTURE OF ANY DISCREPANCIES BETWEEN SCHEDULES AND FULL DUCT LAYOUT, INCLUDING SIZES OF DUCTS, AND DIMENSIONS OF REGISTERS PRIOR TO ANY FABRICATION OR INSTALLATION. Q RevtspHo scue: va�rn Dxwvm+o rlrtE ALIGN STRUCTURAL INC.. DRAWINGS PRIOR TO ANY FABRICATION, ORDERING, OR CONSTRUCTION. 16. MECHANICAL SUBCONTRACTOR TO CALCULATE ALL BATH FAN CFM& .A 7, ALL GLASS (WNDOWSAND GUARDRAILS) TOBETEMPERED PER CODE. PROVIDE MAKE-UP AIR AS REQUIRED BY CODE FOR ALL APPLIANCES, FANS, l xEVNJTED X 241 CLEVELAND AVE S, SUITE B7 S. PROVIDE BLOCKING AT ALL CABINET FIXTURES AND EQUIPMENT PER EQUIPMENT & FIREPLACES. ALL BATH FANS ARE EITHER MOTION OR SAINT PAUL, MN 55105 MANUFACTURERS SPECIFICATIOMS. HUMIDITY ACTIVATED AND DO NOT REQUIRE A WALL SWITCH. IF A MOTOR 0Dwnpato ar oEr,.Aguge� CONTACT: CHRISTIAN SOLTERMANN, P.E. 9. SEE PRODUCT SPECIFICATION DOCUMENT AND INTERIOR FINISH SCHEDULE CUT OFF SWITCH IS REQUIRED BY ELECTRICAL INSPECTOR, REMOTE OFFICE: 651.698.0164 - EXT 15 10FOR INTERIOR FINISHES & INSTALLATION REQUIREMENTS. . ELECTRICAL SUBCONTRACTOR TO COORDINATE ELECTRICAL DESIGN LOCATE. 17. MECHANICAL SUBCONTRACTOR TO PROVIDE PKA. ARCHITECTURE WITH M.ot wr-toow, EzrEwoR 000Ro J DIRECT: 651.968.6366 REQUIREMENTS WITH MECHANICAL SYSTEMS DESIGN, LIGHTING & LIGHTING BLOWER DOOR TEST RESULTS, CONTROL DESIGN.A-V SYSTEMS DESIGN AND ANY OTHER ASSOCIATED 16. CONTRACTOR -PROPOSED PRODUCT SUBSTITUTIONS MUST BE OF EQUAL 1of wrERtoR Doorsto TRADES IN DESIGN OF THE COMPLETE ELECTRICAL SYSTEM. ELECTRICAL OR GREATER QUALITY AND APPEARANCE TO THE SPECIFIED PRODUCT, AND SUBCONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF THE COMPLETE ELECTRICAL SYSTEM. SEE PRODUCT AND MATERIALS SCHEDULE FOR MUST BE APPROVED BY THE OWNER AND PKA ARCHITECTURE PRIOR TO PURCHASE OF PRODUCT. m FwwrElau+FUWITURE+ EC—E—DI—E rnoroRs ADDITIONAL INFORMATION. 19. CONTRACTOR TO COORDINATE ALL PRODUCTS AND FIXTURES PURCHASED 11, PROVIDE FIREISMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AT BY OWNERS. ALL LOCATIONS AS REQUIRED BY CODE, VERIFY LOCATION IN FIELD Wl PKA 20, ALL SPRAYFOAM (SPF) INSULATION TO BE MEDIUM DENSITY CLOSED CELL, ARCHITECTURE PRIOR TO WIRING INSTALLATION. 21. G.C. SHALL TEST FOR RADON AND CORRECT AS NEEDED PER LOCAL 12. ALL SPEAKERS TO HAVE BACKER BOXES. BACKER BOXES SHOULD BE BUILDING CODES. 'SOUND ISOLATING. 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO PKA ARCHITECTURE FOR REVIEW AND APPROVAL FOR ALL ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 T-001 ' EKG DRIVE —/ EXG --�—_ NEIGHBOR — — �— HOUSE ___L r'__--'-- Z �__________________ ________ —__--__— ��— OPFRTY LINE 7 I , I i' ROOF LINEABOVE—_--��— i --__ _ SID FYARD SE7ggCK—_---__ I i EXG i DETACHED r-- ________ _-------------- -'__--- —S _ GARAGE r i , 1 L________________________ EXG — _________ EXG DRIVE _____ GARAGE ____________ EKG --_-- i i HOUSE EXG ____________ � DECK _ — — L _ _ _ _ ______ —'fX6SkfHBED — ----- EXG WALK _ --- i EXG PORCH — _ �----------, ; r SITE PLAN SCALE: ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance ncY "me', 11K ,>s `faxin WrcY�Y no-r,e a,n 141 �.ux 4 -14111.x Y'' �`.[Y:PA4nf1Y Mi4x Hii0�. %1r"dY".�A+K'.iN"ll "0 ti • I 1 H1 � ILL �1 I zoo I I I I I I r-- M NO — '—EXG DECK ABOVE lei LOWER LEVEL PLAN s— 114•.T-0• HATCH KEY Q -G FRAMMG HEW FRAMNG MW ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance rr-n rvsawrian:-. . P�RY4:1A11%Y 9'I : } -I • I RA Hardwired and Interconnected smoke alarms are required in the followina locations: 1 (one) in every bedroom 1 (one) in the area outside every bedroom At least 1 (one) per floor where no bedrooms exist including basements and habitable attics Hardwired and interconnected CO alarms ere 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. 1 (one) CO alarm is required on every level that contains a bedroom or sleeping area. 1 (one) CO alarm is required inside bedrooms when that bedroom or attached bathroom contains a fuel fired appliance Interconnection may be achieved by use of a UL 217 or UL 2034 Listed Wireless System Exceptions: Existing spaces, where interior finishes are not removed exposing the structure, may have battery operated smoke or CO alarms that are not interconnected. All required alarms must be Installed and operational at time of final building inspection. lonizina Smoke Alarms shall be installed no closer than 20' to cooking appliances Ionizing Smoke Alarms Equipped With a Silencing Switch shall not be installed closer than 10" to cooking appliances Photoelectric Smoke Alarms shall not be installed closer than 6' to cooking appliances Alarms Adiacent Bathrooms No alarms shall be installed within 3' horizontally of a tub or shower containing bathroom unless this interferes with other placement requirements EXG ROOF LINE ABOVE- --------- EXG WDWS I J 1 r---------------------------- I OOKSHELF I I II E%G BAS�BOARD HEAT i I II I I II II 1 I I 1 I 3a1 I I II II I I NEW DECORATIVE I I I I --- I I I BFAMSABOVE I 6 I II II I I I FAM., ROOM � I I I I I I -- — — — — — — — LI--EXGWDFLR -- I I__--------11 I II II III' I I I I I I I I I I I III � I I I I I III II I I I I I GARAGE 100 I O EXG WALL LOCATION; NO WORK I EXTEND TO CLG II 1 EXG STONE H"TH 1 1 I I I A Iw1IirILIE LI I I I EXG STONE 1 rl I I --------- EXG FP I I cu eY ! WIC -�� I I I mBEADBOARD \ MUD ROOM WAINSCOT& o I I \ EXG WD FLR HOOK STRIP I I EX DR � III I I I EXG WDWS ---------- / O RELOCATED 4'-9 7/9' RO. VERIFY I f EXG DR I z� I I — EXG WDWS ---------------- --- N FIREPLACE — — CHIMNEY— — M0. Minimum ceiling height f�other o existing bathrooms shall be n , leincluding beams. girders. ducts.ucfion. Existing Ceiling, Wall or Floor Cavities separating conditioned Irom non -conditioned 5paws exposetl tluring construction shall 1 be filled with insulaton. Mexhaustvent ilation Required: R303.3 ing area in window of not , one half of Which shall be Enclosed accessible space under the stairs opens le shall have walls and the under stair surface OR shall be protected by a minimum of/rinch aust vent shall be installed. gypsum board. (R302.7) 1CONTRACTOR TO V ERIFY LODE COMPLIANCE OF EXG SMOKE a CO2 DETECTORS. UPDATE AS NECESSARY. NEW EXTERIOR WALL SCONCE, EXG WDWS SELECTION BY OWNER CONCEAL FURRWALL PLUMBITONG I DINING ROOM 03 — NEW WFLR '�y LL31/2'-SITEVEmFV TO EXG SWITCH ---R --- Y-- LAKESIDE DECK —SLIDING -- ---------, NO WORK BARN DOOR S I ALIGN III S S R = n N>;v, LL X r x awa I BASEBOARDEXG I i O a 1 ON v H I EATER TO REMAIN is -301 I ('£O11I iREF I LAKESIDESITTING I V _ 1 NEW WD FLR G DW Q'A'> <6'-61/4•> Ki'-01/2'> 1 <7 1t'>' 1 ELO T D <6 1/4'> eg 1/4'> --- <tt• 112'> .. 2'S3e' KITCHEN 81/4' - tos d VE IF x NEW WD FLR 4 I I3 0'Jp 1 EO E RANGE W/ HOODABOVE 1C _____ eTi,P e. Wa=i , f PANTRY / HUTCH H GLO 036 EXG RAILING _ I S EXG WOWS EXG DROPPED BEAM ENTRYIPOORCH I UE a TERMINATION VENT I p NUFACTURER'S I NO WORK I SPECI 710NS EXG PLANTER BOXES I Shall comply with Mechanical and Fuel Gas code ---- -- — ------ ---- ----- I EXG ROOF LINE ABOVE �VVV/ I L _ _ — — _ _ 1 HATCH KEY Q EXG FRAMING L---------------� NEW FRAMING c dish -washing machineirectly connected to aExisting Ceiling. Wall or Floorystem or a food wasteCavities the use of anfrom air pap fitting W separating conditionedwithout non -conditioned spacesishwasher ischarge side of the exposed during construction shallashing machine. Da filletl with insulation. MAIN LEVEL FLOOR PLAN SCALE: 1/4-•1'-O" Eel ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance FLOOR -PLAN A-101 X1 EXG ROOF EXG ROOF I » -30 --------------------------------------------- Bathroom Ventilation CONTRACTOR TO VERIFY EXG ROOF I I u Required CODE COMPLIANCE OF EXG SMOKE 8 CO2 DETECTORS. I i uVOATE AS NECESSARY. EXG ROOF LINE ABOVE -- I c I EXG WOWS EXG WOW EKG WOWS L w toilet: 24" clear in front of toiletuired. Center of toilet must be 15"dy On from a Well Of ObSlNCIIOn Sh sides. I I I EXG ROOF ------------------------------------------------------------ I I I I I I I I I 13pp EXG ROOF EXG ROOF I TFtame Spread I Smoke Development` ` ` A R302.9: Wall and Ceiling Finish: � Flame Spread Index: no more than 200 Smoke Development Index 450 ASTM E84 or UL 723 R302.10: Insulation: Flame Spread Index: not to exceed 25 " Smoke Development Index: not to exceed 450 " ASTM E84 or UL 723 " R316.3 Foam Plastic c 4" thick: Flame Spread Index: Not more than 75 Smoke Development Index: Not more than 450 ASTM E84 or UL 723 Foam plastics shall be separated from the interior of a building by a thermal barrier or not less than 1/2" gyp. . bd., or 23/32" wood structural panel. . A A A A A A A A A A A A A A A A A A A A >✓ Door to be permanently blocked in closed ' position. opening < 4", until compliant railing is constructed on it's exterior side. • Railing to be installed per structural. Top • of guardrail must be at least 36' high and A • be able to withstand 20-Ib force. Cable rail infilI must not allow a 4" sphere to 4 pass through and each cable must be 4 able to withstand 50-I15 force. I CODE COMPLIANT RAILING 0 STAIR BOLTEDTOWALLFRAMING POWDERCOATED ALUMINUM FRAME W/ CABLE RAIL INFILL BEDROO I m 207 wl =I NEW CPT 0 EXG STAIR, REFINISH W/ / ON CIX WD TREADS a RISERS PRIMARY BEDROOM I I J UPPER HALL 1 A m 207 I L ® I I MOK WDFLR ;I WD FLR INFILL WALL K INFILL S FURR 02X6 WALL 3'A1 '> ® C \ / / 4 4'•ALIGN W/IXG zI I; I I 7 - 1/2' 4'3/4• 2'-B6' I LINE 204 6 BEDROOM 3 P06 NEW CPT = am - - - PRIMARY CLOSET w , N WD FLR CLOSET SYSTEM -2 4'-1 hFIfFIHIHi 4Fll+l —/ EXG WOWS DW I I I R L it L ��� _—T--_—___ --_— —___— <_ _� -- _--- rv_i__ --___J EXG ROOF LINE ABOVE) EXG R F i EQ EQ>I - - - • I 45:12 36:12 EXG ROOF EXG ROOF HATCH KEY ` IXG FRAMING L24*clear in front 01 toiletrequiredNEWFRAMNGf toilet must be 15' away on�4g all or obstruction on both sides. fr oom Ventilation Re7wm 1 rate glazing areatasq. R.. one halt openableORanical exhaust vent . UPPER LEVEL PLAN ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance � m ITTn P—P— I� T A Rl1t1F PFGN WEST ELEVATION SCALE: W-1'-0' 1-,-1SOUTH ELEVATION 3 PARTIAL SOUTH ELEVATION G SCALE: 1/4'�1'-0' SCALE: ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance na vrux� a lrtiam n Iws maaa � ma'vmv u :art[�a. f IN<vnnaartimramY OP -Sian SIHf OP.n 5AF�Y.LLY. WYIK•e[FtkSi4� n16fNAi%IFr RR±<Ui:O oa nmwmn w.r m �: �nrn rs n'nam 0 Mr 0 � '' 0 F • 1 I --- ,2 '•5718' PEAK ---------------------------------------------------------------------------------------------------------------------- FPK________________________________________________________________________ EKG ROOF • ____. _ -------------------- __________ _____________ EKG ROOF 109'•1 3�8' EXG. EXG. � M.0 M.02 V,DO LT _ _____________________ -------------- WOW TRIM TO MATCH EKG PATCH SIDING TO MATCH E%G EXGTRIM-----,, EXG SOFFIT & FASCIA EXG CORNER BOARD TRIM 117.5 PEAK---- WDW CASING T.M.E. 1X SKIRT BOARD _ F�e EXG ROOF �O EXG SOFFIT & FASCIA_ SIDING TO MATCH EXISTING_ POWDER COATED ALUMINUM RAILING W/ CABLE RAIL INFILL BY OWNER @ EXG DECK M.L. FFE EXG FOUNDATION F IIIf EXG. EXG. EKG ROOF EAST ELEVATION 2 NORTH ELEVATION SCALE: ,/4'.,'-0' EKG ROOF EXG. ----- ARCHITECTURE WOW CASING T.M.E. KLEINEXG SOFFIT & FASCUI EXG CORNER BOARD TRIM RESIDENCE _______________________________ 4434 West Arm Drive Spring Park, MN 55384 POW DER COATED ALUMINUM RAILING WI CABLE RAIL INFILL BY OWNER 0 EKG DECK ------------------ WDW TRIM TO MATCH EXG CO DE COMPUENT POWDER COATED ALUMINUM RAIUNG W/ CABLE RAIL INFILL; BOLT FRAME DIRECTLY TO HOUSE FRAMING EXG SOFFIT & FASCIA EXG CORNER TRIM EXG GUTTERS & DOWNSPOUTS INFILL SIDING TO MATCH EXG EXG SIDING EXG WOW TRIM WOW TRIM TO MATCH EKG EXG DECK Reviewed for Building Code Compliance rns. NR, DBUINON Yh Cx M[.�Yc OYYFdQI Arh« ss ozl�'� .. sw�urnwu�CmADMRtISE, WIWMI — 2-T W1wIa41 A-201 CMR UDIIYBFF PARTIAL BUILDING SECTION 1 SCALE: 112"•i'-0' ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance F 1Mt fY:NXGpf+1MV S �V'I 4 SN NM Y 1:UFLY,UNNM S[ FS � k"NllF Ik IRIV;NXI;{I fF YF'CRWTINW:Y mi-r. VPL:TN'in ":Ifilf�l SECTION A-300 FOR SIZE S REINFORCING PARTIAL BUILDING SECTION 1 SCALE: II2'xt'•0• ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance nc K I c m[mtn io I. a¢m.M,. r t� [ra,wcr'rxwv.; rm:a ntx[u wfn vkn [r x ;r�vsra.t,wrac,[4[ta �m m•. orncur it.r mrvxarn r�nra[xrurxxwr mt u,. wn:xv;n asre[m:t, SHTIOIJ A-301 /BUILDING SECTION SCALE: 12'•1'-0' ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance ooR¢nc "ol m __ RFI�fPW6 ........ou RAM YI. SNF«.........._—_...__._— OylyAtl OVHIm SIRJ[RWll[OOAM.IM4i ULORI1Rm awm Pv"m 1 }I_ SECTION A-302 e 2021 PMAARCHIECIOAE 4'-8 7/8" 7-0 1/16, 914r 74 318" 2'< Y8' 7 3/ � 12 Lj 118" 1/B" 2'-11 15/16' 2-11 15/16" 2111 15/16' L J L T-0' 3'-0' T-0' c2 �ILI w I\ 1 I ----------------------- L --------------------- 8 E2 EXG LAKESIDE WOWS RELOCATED EXG LAKESIDE WDW RELOCATED AN DERSEN 400 CW15 ASSUMED ANDERSEN 400 CW15 ASSUMED NON-INTEGRALMULL ASSUMED CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY 4'-6' I'll 2.�. 2.�. l l re O, w EXG AWNING WDW RELOCATED FROM PRIMARY EXG AWNING WOWS TO REMAIN IN PRIMARY BEDROOM TO PRIMARY BATH BEDROOM ~ i Safary Glazing requiretl F— — — — — — — — _ _ _ _ _ _ _ _ _ _ — _ U.01 E2 MARVIN ELEVATE AWNING MARVIN ELEVATE AWNING ELAWN2919ASSUMED 2W ELAWN2919 ASSUMED CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY M.03 ANDERSEN 400 SERIES CASEMENT 3W CXW155 NON.INTEGRAL MULLS U.02 MARVIN ELEVATE CASEMENT 3W ELCA3759 M.O4 MARVIN ELEVATE CASEMENT 3W ELCA3747 U.04 MARVIN ELEVATE SLIDING FRENCH DOOR ELSFD6065 ALL ELEVATIONS THIS PAGE DRAWN AS VIEWED FROM EXTERIOR 1. MANUFACTURER: MARVIN ELEVATE OR ANDERSEN 400 SERIES - SEE WINDOW SCHEDULE 2_ EXTERIOR FINISH: WHITE, MATCH EXG 3. EXTERIOR SILL' MATCH EXG 4. INTERIOR FINISH: PRIMED, FIELD PAINTED 5. HARDWARE: FOLDING HANDLE, WHITE, MATCH EXG I4 FAMILY ROOM 6. SCREENS: STANDARD, MATCH EXG 7. DIVIDED LITES: NONE 8. STICKING: NONE 9. JAMB EXTENSIONS: BY CONTRACTOR, PAINTED TO MATCH EXG 10. TEMPERED GAASS: AS REQUIRED BY CODE 11. OPENING CONTROL DEVICES: AS REQUIRED BY CODE 12 GLASS TYPE: CLEAR, Law E2 272 W/ ARGON 13. QUANTITIES: SEE ELEVATIONS, G.C. RESPONSIBLE FOR VERIFYING ALL OUANTRIES 14. G.C. RESPONSIBLE FOR COORDINATING AND VERIFYING ROUGH OPENINGS 15. WINDOW 8 DOOR U-VALUES TO MEET OR EXCEED CODE 16. ALL WINDOWS TO FOLLOW EGRESS CODE AS DETERMINED BY ROOM WINDOW 8 DOOR U-VALUES TO MEET OR EXCEED CODE ALL WINDOWS TO FOLLOW EGRESS CODE AS DETERMINED BY ROOM ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance ism it Ewen luiW Nd_rn ❑ti4an. F IWx [P4w14 C rwXn'r. Cv:T ni [a.tP. ultr URM �rlYSrAl7 MWWVW4 10 ni G'rhW`wlfttlpM2d419i m STRUCTURAL NOTES (Minnesota Residential Code 2020) 1. G.C. to field verity a1 existing conditions, existing framing configurations, dimensions. elevations, prior to fabrication of structural material. Contact Engineer if in conflict with structural info. shown on drawing,. 2. Roof loads: SL-35 PSF, DL-20 PSF Floor bads: LL-40 PSF, DL•20 PSF 3. Footings to bear on properly compacted H or native soil capable of sustaining an assumed bearing pressure of 2,0D0 PSF in accordance with MRC Table R401 A.1. Allowable bearing pressure to be vedfied by an Independent Testing Agency. 8 soil appears to be of questionable quality or in a 1-se state. contact Engineer before proceeding wflh the work. (Contractor to consul with Gnotech.). 4. Existing Footings and Foundation Wallis:G.C. to field verify sae and condition (materials. cracks, deteriorations, bowing of walls etc.). Contact engineer with finding. as wa1 and footings might require modlications to meat new design bads. S. Concrete strength at 28 days (f t) - psi (footings} 6. Reinforcing bars - Grade 60. 7.'LVL' - Fb • 2.6 W. E • 1900 ksL 8. PSL Columns: Fb - 2A ksi, Fc (parallel to grain) • 25 ksl, E - 1800 ksi. 9. Dimension Lumber - Spruce -pine -fir 112 w better. Treated dimension lumber - Southern Yabxw Pine p2 or better. 10. Al Intel, nal full height all studs (see plan) to and of lintel and beamg studs. 11. Al connection hardware by -Simpson Strong -Tie N prefabriceted metal connectors to be fully naffed per the Suppliers specifications. Connectors in contact with treated lumber to be fabricated of material to resat corrosive reaction from wood treating chemicals. 12. All :d all columns to foundation system. Dock sold at al floors. 13. N naing performed according to Table R6023(1). a.8d Common: 0.131'x2 Xi" b.10d Common: 0.148' x 3' c. 16d Common: 0.162' x 3 Y=• 14. Contractor le responsible for bracing all structural elements, wi hout erstressing, until the project Is complete. TMs includes, but is not limited to, bracing of existing adacont structures and soils. Stockpiling of materials on supported levels is at the Contractors own risk. ---------------� I I I I ---� I I I I r I i -� P ❑ I I I � .1 I I I I L i A ructural, Inc. MY FOyI STRl1CTURbI NFO.ONLY ,—,-,,FOUNDATION / MAIN LEVEL FRAMING PLAN ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance wf nCxmM.snn �1-- J. O1dY STRUCTURAL -PLAN S-100 0 2021 vKaai.i--i I-- ri II II III W)13/4 X11 WLVL I FAMI'V�ROOM i i �, " LI--EXGOLR -- I L— II II Ii� � II II III �� II II II II II II II II II i — uo I �I \ \ MUD ROD-1 — z m III \ EXG WD FLT d, I I I I EXG HEADEI I � I I I — — — — — —----------------------------------- ■IlSi■■r■■■■I�� ■INNIIIINN'MINiI11Ml �IFININIMIRWRINM� PPER LEVEL FRAMING PLAN 1 SCALE: iiJ'=1'-0' ALIGN Structural. Inc. FOR ST—TU L INFO. ONLY ARCHITECTURE KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance Iff.im � fltft :L x..wwcrr Ml �7 � r-r. anvEl 'rN-.,. I I 1 11W'1F1111 rrnaw it r•rk serf Vv:IN 1 fT�YY'.1 NII fi STRUCTURi _PLAN S-101 ROOF FRAMING PLAN ARCHITECTURE �E KLEIN RESIDENCE 4434 West Arm Drive Spring Park, MN 55384 Reviewed for Building Code Compliance STRUCTURAL -PLAN .--S-102