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Home My WebLink AboutLA220360 - 8122 198th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND SCOPE OF WORK: INDEX: S1 - Scope, Index, and Certification S2 - General Notes S3 - Step Footing Detail S4 - Frost Wall Detail S5 - Lookout Wall Detail S6 - Full Height Wall Detail MATERIALS: Reinforcing Steel: Grade 40 (40 ksi) for #4 and smaller bars Grade 60 (60 ksi) for #5 bars and larger Rebar Substitution Notes: 1.Two #4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel. 2.For vertical bars on S6, #5's may be used in lieu of #6's at two-thirds of the noted spacing. Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 3000 psi for walls Minimum 28 day compressive strength of 5000 psi for footings Backfill Soil:Sand - 30 psf/ft effective lateral pressure Sandy Clay (SC) - 45 psf/ft effective lateral pressure Clay - 60 psf/ft effective lateral pressure SITE ADDRESS: Street: City: State:MN Zip:Craig Oswell, PE (MN #42341) Oswell Engineering and Consulting, L.L.C. Project Name:2023 Standardized Concrete Foundation Drawings Description:Scope of Work, Index, and Certification Project #22.100 Client Name:Classic Construction, Inc. Client Address:18542 Ulysses St NE, East Bethel, MN 55011 34 2023 Standardized Concrete Foundation Drawings 1/1/2023 The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases.These drawings are not to scale and all conditions are to be verified by the contractor.Means and methods of construction for shoring,water-proofing,insulation,flashing,control and construction joints, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2023. 1901 E Hennepin Ave, #201 Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi 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. Page S1 of S6 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com GENERAL NOTES: 1.Wall thicknesses noted are nominal unless specifically stated otherwise. 2.Maximum wall to footing centerline offset is 2". A minimum of 2" of footing is to extend on each side of the wall. 3.Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60. 4.Bend horizontal bars or provide matching hooks around all wall corners and intersections. 5.Horizontal bars may be placed anywhere within the wall thickness provided 2" minimum cover is provided. 6.Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained. 7. 8. 9.Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1. 10.Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed. 11.The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12.Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code adequate swale. 13. 14. COLD WEATHER GUIDELINES: 1. 2.Concrete is to be delivered to the site in a timely manner. 3.Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised. 4.Do not add additional water. Using water-reducing admixtures is recommended when required. 5.Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground, snow, or ice. 6.Preheating of rebar is not required, however it is to be free of frost, snow, and ice. 7. Oswell Engineering and Consulting, L.L.C. Project Name:2023 Standardized Concrete Foundation Drawings Description:General Notes Project #22.100 Client Name:Classic Construction, Inc. Client Address:18542 Ulysses St NE, East Bethel, MN 55011 34 Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement, early-strength concrete, and accelerators are recommended at temperatures below 20 degrees F. Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. Sill plates may overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. Maximum inside window well dimension is 72". Well walls are to be at least 8" thick placed monolithically with house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and one additional anchor bolt each side of opening. Opening header by others. 1/1/2023 Fax: 612-886-2966 www.oswellec.com Page S2 of S6 Phone: 612-720-4639 HIGH FOOTING LOW FOOTING FOOTING STEP DETAIL Oswell Engineering and Consulting, L.L.C. Project Name:2023 Standardized Concrete Foundation Drawings Description:Step Footing Detail (NOT TO SCALE) Project #22.100 Client Name:Classic Construction, Inc. Client Address:18542 Ulysses St NE, East Bethel, MN 55011 34 Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step6'-0" maximum step Optional control joint each end of beam section by others 24" min(2) bundled #4 horizontal bars top & bottom w/ 3" min clearance extended at least 24" minimum beyond each end of beam section (bar length = step height + 4') High footing should be placed at 1-to-1 (45 degree) line, if high footing is closer to step than this line, place beam section rebar as if it was at this line as shown 1/1/2023 (beam section) www.oswellec.com Page S3 of S6 Phone: 612-720-4639 Fax: 612-886-2966 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Maximum applied actual load = 4000 plf uniform or 12,000 pound concentrated 6" minimum thick cast-in-place concrete foundation wall Wall framing by others WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height is 36" for 8" thick wall & 48" for 10" wall Oswell Engineering and Consulting, L.L.C. Project Name:2023 Standardized Concrete Foundation Drawings Description:Frost Wall Detail (NOT TO SCALE) Project #22.100 Client Name:Classic Construction, Inc. Client Address:18542 Ulysses St NE, East Bethel, MN 55011 34 Grade to be at least 6" below top of wall Sill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2") 6" minimum thick cast-in-place concrete wall Page S4 of S6 (1)#4 continuous horizontal bar w/in 18" of top of wall 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com #4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embed Unreinforced concrete strip footing per Code by others, provide frost protection per Code as required 1/1/2023 Optional slab ledge, maximum stem height is 12" w/ width to match sill plate Wall framing by others 6" wall spacing: 8"+ wall spacing: LOOKOUT WALL DETAIL Oswell Engineering and Consulting, L.L.C. Project Name:2023 Standardized Concrete Foundation Drawings Description:Lookout Wall Detail (NOT TO SCALE) Project #22.100 Client Name:Classic Construction, Inc. Client Address:18542 Ulysses St NE, East Bethel, MN 55011 34 Grade to be at least 6" below top of wall Sill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2") Page S5 of S6 (1)#4 continuous horizontal bar w/in 18" of top of wall 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com Footing elevation may vary below slab, provide frost protection per Code 8" thick x 18" wide minimum unreinforced concrete strip footing (16" wide minimum for maximum unbalanced grade of 2'- 6" or less), larger footing width may be required for specific soil bearing conditions to be determined per Code by others 6" minimum thick cast-in-place concrete wall #4 x 2'-0" long centered dowels w/ 5" minimum embed wet set or epoxy grouted in place 32" o.c. max for sand & 24" o.c. max for SC & clay 48" o.c. max for sand, 42" o.c. max for SC, & 36" o.c. max for clay 1/1/2023 3'-2" max Wood floor & wall framing by others Grade to be at least 6" below top of wall BASEMENT WALL DETAIL Table Notes: (1) = (2) = Allowed alternate anchors are: Oswell Engineering and Consulting, L.L.C. Project Name:2023 Standardized Concrete Foundation Drawings Description:Full Height Wall Detail (NOT TO SCALE) Project #22.100 Client Name:Classic Construction, Inc. Client Address:18542 Ulysses St NE, East Bethel, MN 55011 34 Page S6 of S6 Continuous #4 horizontal bars, provide at least (2) @ 8'-0" clear, (3) @ 9'-0" clear, & (4) @ 10'-0" clear, At contractor's option: The lowest wall horizontal bar may be omitted if (2)#4 continuous horizontal bars are placed in the footing 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com Unreinforced if concrete is 5000 psi or if clear height is 4" less Unreinforced if concrete is 4000 psi or if clear height is 4" less Cast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing 2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5") (see table below for spacing) Exterior top of wall may have a brick ledge provided the stem wall formed is at least 6" thick & no more than 16" high Connection of floor members to sill plate to be per Code by others 1/1/2023 Clear Height8' or Less Bolts Alternate NA NA 36"(1) NA NA Clay 9'Wall Thickness 8" 10" 12" #4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embed Sand SC Clay Sand SC Unreinforced concrete strip footing per Code by others, elevation below slab may vary as required MAB/ST, MASA/FA3, FWAZ, or 1/2" diameter expansion bolts w/ 6" min embed (install in accordance with the manufacturer's recommendations) 10' Clear Height and Soil Type Sand SC Clay Vertical Rebar Spacing NA NA NA NA 36" 36"(1) NA 24" 36" NA 36" 36"(1) NA 36"(2) NA NA NA NA NA 72" 48" 72" 24" 48" 18" 36"(1) NA NA 72" 36" 60" 24" 36" 12" 48" 18" Sill Anchor Spacing 36" 12" 24" 8" Address: 8122 198th Street Braced Wall Line Notes Reference table R602.10.3(1) (pg220)LocationWind (ultimate)StorySpacingMethodMin. Lngth Ft.*Wind Exp. BRoof Ridge*Wall Hgt FctrLine CountLine Count FctrInterior GypsumTotal Req'd Ft.Total DesignedBWL #1 <115 2 36 CS-WSP 10.80 1.00 1.07 0.900 2 1.00 1.00 10.39 11.00 pass BWL #2 <16' <115 2 14 CS-WSP 4.70 1.00 0.864 0.900 2 1.00 1.00 3.65 8.00 pass BWL #3 <16' <115 2 14.5 CS-WSP 4.85 1.00 0.864 0.900 2 1.00 1.00 3.77 8.00 pass BWL #4 <115 2 42.5 CS-WSP 12.13 1.00 0.864 0.900 2 1.00 1.00 9.43 10.00 pass BWL #5 <16' <115 2 42.5 CS-WSP 12.13 1.00 1.07 0.900 2 1.00 1.00 11.66 12.00 pass BWL #6 <115 1 24 CS-PF** 4.10 1.00 1.17 1.000 3 1.30 1.00 6.24 7.79 pass BWL #7 <16' <115 1 24 CS-WSP 4.10 1.00 1.17 1.000 3 1.30 1.00 4.00 4.00 pass BWL #8 <115 1 37 CS-WSP 5.20 1.00 1.17 1.000 3 1.30 1.00 7.91 8.00 pass BWL #9 <115 1 37 CS-WSP 5.20 1.00 1.14 1.000 3 1.30 1.00 7.69 12.00 pass BWL #10 <115 1 36 CS-WSP 5.10 1.00 1.14 0.950 3 1.30 1.00 7.16 13.67 pass BWL #11 <115 1 36 CS-WSP 5.10 1.00 1.14 0.950 3 1.30 1.00 7.16 7.50 pass BWL #12 <16' <115 1 14 CS-WSP 2.60 1.00 0.728 0.950 3 1.30 1.00 2.34 4.25 pass BWL #13 <115 1 57 CS-WSP 8.55 1.00 1.14 0.950 3 1.30 1.00 12.01 14.00 pass BWL #14 <115 1 42.5 CS-WSP 6.38 1.00 0.73 0.950 3 1.30 1.00 5.73 5.75 pass BWL #15 <115 1 57 CS-WSP 8.55 1.00 1.14 0.950 3 1.30 1.00 12.01 16.00 pass Braced Wall Panel Notes ft inches (per table R602.10.5, pg229) main roof 12 3.500 12.2917 Method Loc.AdjOpng Wall Ht Min. Req'd garage roof 12 10.000 12.8333 CS-WSP typ <72" 9' 27" <=27" CS-PF** A NA <10' 20" 20 1/2" * Braced wall lengths and ridge height factors use linear interpolation ** Portal Frame follow R602.10.6.4 (pg233) over masonry foundation *** Braced wall length reduced by factor 0.8 for additional 800lb strap Per R401.3 Certificat. A building certificate shall be Date Certificate Posted posted on or in the distribution panel Mailing Address of the Dwelling or Dwelling Unit City 8122 198th Street Lakeville, MN Name of Residential Contractor MN License Number Sharper Homes Inc BC-356604 X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-10 X R-10 XX R-10 X R-21 X X R-21 X R-49 X X R-38 X X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:84,000 Capacity in Gallons: Other, describe: AFUE or HSPF%95% Cfm's " round duct OR " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace):Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR 6 " metal duct SEER /EER Heating Loss Cooling Load Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: 165 83 Capacity continuous ventilation rate in cfms: Hallway - Source point Rating or Size Efficiency Heating GainResidential Load Calculation Select Type 39,75063,273 MECHANICAL VENTILATION SYSTEM Location of duct or system:Energy Recover Ventilator (ERV) Capacity in cfms: High:Heat Recover Ventilator (HRV) Capacity in cfms: Rheem Inside to outside 83 165 High: 30,914 Combustion Air Select a Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Electric R-value Average U-Factor (excludes skylights and & door) U: Heating or Cooling Ducts Outside Conditioned Spaces MECHANICAL SYSTEMS N/A Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area (garage) 0.33 Describe other insulated areas 0.29 Building envelope air tightness: Foundation Wall Location of duct or system:13 42PV50F Make-up Air Select a Type Rheem Domestic Water Heater Natural Gas Perimeter of Slab on Grade Ceiling, flat Total R-Value of all Types of InsulationType: Check All That Apply Below Entire Slab Foam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneDuct system air tightness: Fiberglass, Blown Heating System Natural Fuel Type Truss Joist (2nd Floor+) Wall 2.6 max air leak Truss Joist (1st Floor) 50 Output in Tons:3.5 Appliances Cooling System Rheem Manufacturer Model RA13NZ42AJR951T0851521M THERMAL ENVELOPE Insulation Location Rigid, IsocynurateNew Construction Energy Code Compliance Certificate RADON CONTROL SYSTEM Non or Not ApplicableFiberglass, Batts000000Builders Associaton of Minnesota version 101014