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Home My WebLink AboutLA214565 - 8140 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 I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov 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 Secure door closed until deck is constructed with a separate permit.Concept Approval ONLYSubject to Field Inspection Inspector Date 2020 MN Bldg Code 06/16/2023dmathews (3)2x10 (2)9-1/2" LSL (3)9-1/2" LSL (3)11-7/8 LVL UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. Smoke CO Smoke CO Temper if within 60" of tub floor. CS-PF CS-PF CS-PF CS-PF Strap Strap(2)11-7/8 LSL (2)11-7/8 LSL (2)2x12 (3)2x10 (3)2x10 (3)2x10 (2)2x10 (cont.)(3)2x10 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 14 6 3 3-2x10 (3-8') Dbl Jacks 2-2x10 (1-12') (2) 9-1/2" LSL @ 7' (1-14') - Dbl Jacks (3) 9-1/2" LSL @ 10' Dbl Jacks 2-2x10 (2-12')(3) 11-7/8" LVL @ 14' 2-2x10 (1-8') 2-2x10 (1-8') 2-2x10 (1-12') Dbl Jacks 3-2x10 (3-8') Dbl Jacks 2-2x10 (2-12') 3-2x10 (3-8') Dbl Jacks 2-2x10 (1-12')2-2x6 (2-10')3-2x10 (3-8') Dbl Jacks 3-2x10 (3-8') Dbl Jacks 2-2x10 (1-8')2-2x10 (1-8')(2) 11-7/8" LSL @ 14' (2) 11-7/8" LSL @ 22' 2-2x12 (2-14')2-2x8 (1-12')2-2x8 (1-12') Address: 8140 198th Street revised Braced Wall Line Notes Reference table R602.10.3(1) (pg239)LocationWind (ultimate)StorySpacingMethodMin. Lngth Ft.*Wind Exp. BRoof Ridge*Wall Hgt FctrLine CountLine Count FctrInterior GypsumTotal Req'd Ft.Total DesignedBWL #1 <115 2 34 CS-WSP 10.20 1.00 1.02 0.975 2 1.00 1.40 14.18 15.00 pass BWL #2 <16'<115 2 54 CS-WSP 15.00 1.00 1.02 0.975 2 1.00 1.40 4.00 22.00 pass BWL #3 <16'<115 2 54 CS-WSP 15.00 1.00 1.02 0.975 2 1.00 1.40 4.00 22.00 pass BWL #4 <115 1 24 CS-PF**4.10 1.00 1.21 1.000 3 1.30 1.00 6.47 6.75 pass BWL #5 <115 1 29 CS-WSP 4.85 1.00 1.21 1.000 3 1.30 1.40 10.71 13.67 pass BWL #6 <115 1 35 CS-WSP 5.00 1.00 1.21 1.000 3 1.30 1.40 11.04 17.00 pass BWL #7 <115 1 35 CS-WSP 5.00 1.00 1.04 1.000 3 1.30 1.00 6.74 10.00 pass BWL #8 <115 1 34 CS-WSP 4.90 1.00 1.04 0.950 3 1.30 1.00 6.28 12.17 pass BWL #9 <115 1 54 CS-WSP 8.10 1.00 1.04 0.950 3 1.30 1.00 10.38 10.83 pass BWL #10 <115 1 54 CS-WSP 8.10 1.00 1.04 0.950 3 1.30 1.00 10.38 14.00 pass BWL #11 <115 1 54 CS-WSP 8.10 1.00 1.04 0.950 3 1.30 1.00 10.38 12.00 pass Braced Wall Panel Notes ft inches (per table R602.10.5, pg249)main roof 10 7.500 10.625 Method Loc.AdjOpng Wall Ht Min. Req'd garage roof 13 6.667 13.5555 CS-WSP typ <80"9'30">=32" CS-PF**A NA <11'22"26 1/2 * Braced wall lengths and ridge height factors use linear interpolation ** Portal Frame follow R602.10.6.4 (pg253) over masonry foundation *** Braced wall length reduced by factor 0.8 for additional 800lb strap 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" TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8) 7 (4,500) 3 (75) 50 (15) 7 (4,500) 3 (75) 75(23) 11 (7,000) 4 (100) 100 (30) 14 (9,000) 4 (100) 125 (37) 18 (12,000) 5 (125) 150 (45) 22 (14,000) 5 (125) 175 (53) 25 (16,000) 6 (150) 200 (60) 29 (19,000) 6 (150) 225 (68) 32 (21,000) 6 (150) 250 (75) 36 (23,000) 7 (175) 275 (83) 40 (26,000) 7 (175) 300 (90) 43 (28,000) 7 (175) 325 (98) 47 (30,000) 8 (200) 350 (105) 50 (32,000) 8 (200) 375 (113) 54 (35,000) 8 (200) 400 (120) 58 (37,000) 9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 375 (113)54 (35,000)8 (200) 325 (98)47 (30,000)8 (200) 275 (83)40 (26,000)7 (175) 225 (68)32 (21,000)6 (150) 175 (53)25 (16,000)6 (150) 125 (37)18 (12,000)5 (125) 75(23)11 (7,000)4 (100) 25 (8)7 (4,500)3 (75) ✘ 105,000.00 123456 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 ✘ 145 73 ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies 0.15 3,398.00 509.70 135.00 240.00 375.00 375.00 509.70 -134.70 0.09 0.00 135.00 135.00 135.00 0.00 135.00 0.06 0.00 135.00 135.00 135.00 0.00 135.00 0.03 0.00 135.00 135.00 135.00 0.00 135.00 ✔ TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm) (cfm) (cfm) (cfm) (inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = 1 0.00 1.00 0 1 0.00 000 0 3,000 0.00 0.00 1.00 0.00 IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. 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 8140 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:70,000 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 Manufacturer RADON CONTROL SYSTEM Truss Joist (2nd Floor+) Wall 2.6 max air leakNon or Not Applicable Truss Joist (1st Floor)Fiberglass, BattsNew Construction Energy Code Compliance Certificate 50 Output in Tons:3 Appliances Cooling System Heating System Natural Fuel Type Foundation Wall THERMAL ENVELOPE Insulation Location Rigid, Isocynurate 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 Polystyrene 2.6 max air leak Duct system air tightness: Fiberglass, Blown Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area (garage) 0.33 Describe other insulated areas 0.29 Building envelope air tightness: Solar Heat Gain Coefficient (SHGC): Location of duct or system:13 42PV50F Make-up Air Select a Type Rheem Domestic Water Heater Natural Gas MECHANICAL SYSTEMS N/A Select Type 29,75647,726 MECHANICAL VENTILATION SYSTEM Energy Recover Ventilator (ERV) Capacity in cfms: High:Heat Recover Ventilator (HRV) Capacity in cfms: Inside to outside 73 145 High: 23,392 Combustion Air Select a Type Location of duct or system: R95TC0701317 R-value Average U-Factor (excludes skylights and & door) U: Heating or Cooling Ducts Outside Conditioned Spaces Rheem Windows & Doors Electric Model RA1336AJ1NA Rheem SEER /EER Heating Loss Cooling Load Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: 145 73 Capacity continuous ventilation rate in cfms: Hallway - Source point Rating or Size Efficiency Heating GainResidential Load Calculation 000000Builders Associaton of Minnesota version 101014