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HomeMy WebLinkAboutLA187928 18391 Jurel Way Permit PackKenwood Hills5 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 DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK SConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode02/05/2021dmathews 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK SBWP AboveUFER GROUNDProvide 20' rebar in footing and stub up nearelectrical service panel for UFER ground. 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK SCS-PFCS-PFCS-PFCS-PF-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S WCL SN-1JMS 18391 Jurel Way Lakeville (Weiss) Bracing Plans, Details 1/24/2021 BRACING WALL NOTES: CODE: MINNESOTA RESIDENTIAL CODE 2020 WIND: 115 MPH, EXP C SHEAR WALLS: Shear wall locations as indicated on plans and elevations CS-WSP: 2x6 @ 16" O.C. MIN 3/8" CDX STRUCTURAL PLYWOOD SHEATHING ALT: 7/16" OSB (2) STUDS AT ENDS OF PANEL ANCHORS 1/2" DIA x 8" (4" MIN EMBED) ANCHOR BOLTS - 48" O.C. AND 6" FROM ENDS FASTENERS - 8d NAILS @ 6" AT PANEL EDGES, 12" O.C. AT INTERIOR SUPPORTS CS-PF: Per R602.10.6.4 CONTINUOUS HEADER AS SHOWN SHEATHING PER DETAILS ATTACHED SIMPSON HDU4 HOLD DOWNS OR EQUAL AT PANEL ENDS SIMPSON MSTI48 STRAP TIES OR EQUAL AT HEADER ENDS TO JAMB STUDS I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ 40154 1/24/2021 Wayne C. Linderman WALL CONSTRUCTION 2020 MINNESOTA RESIDENTIAL CODE 247 TABLE R602.10.4—continuedBRACING METHODS For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 degree = 0.0175 rad, 1 pound per square foot = 47.8 N/m 2, 1 mile per hour = 0.447 m/s.a. Adhesive attachment of wall sheathing, including Method GB, shall not be permitted in Seismic Design Categories C, D0, D1 and D2.b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall of the garage. In SeismicDesign Categories D0, D1 and D2, roof covering dead load shall not exceed 3 psf.c. Garage openings adjacent to a Method CS-G panel shall be provided with a header in accordance with Table R602.7(1). A full-height clear opening shall notbe permitted adjacent to a Method CS-G panel.d. Method CS-SFB does not apply in Seismic Design Categories D0, D1 and D2.e. Method applies to detached one- and two-family dwellings in Seismic Design Categories D0 through D2 only. METHODS, MATERIAL MINIMUM THICKNESS FIGURE CONNECTION CRITERIAa Fasteners Spacing Intermittent Bracing MethodsPFHPortal frame with hold-downs 3/8"See Section R602.10.6.2 See Section R602.10.6.2 PFGPortal frame at garage 7/16"See Section R602.10.6.3 See Section R602.10.6.3 Continuous Sheathing MethodsCS-WSPContinuously sheathed wood structural panel 3/8" Exterior sheathing per Table R602.3(3) 6" edges 12" field Interior sheathing per Table R602.3(1) or R602.3(2)Varies by fastener CS-Gb, c Continuously sheathed wood structural panel adjacent to garage openings 3/8"See Method CS-WSP See Method CS-WSP CS-PFContinuously sheathed portal frame 7/16"See Section R602.10.6.4 See Section R602.10.6.4 CS-SFBd Continuously sheathed structural fiberboard 1/2" or 25/32" for maximum 16" stud spacing 11/2" long × 0.12" dia. (for 1/2" thick sheathing) 13/4" long × 0.12" dia. (for 25/32" thick sheathing) galvanized roofing nails 3" edges 6" field Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 258 2020 MINNESOTA RESIDENTIAL CODE the requirements of this section, lateral support shall beprovided for rafters and ceiling joists in accordancewith Section R802.8 and for trusses in accordance withSection R802.10.3. Roof ventilation shall be providedin accordance with Section R806.1. 1. For Seismic Design Categories A, B and C wherethe distance from the top of the braced wall panel tothe top of the rafters or roof trusses above is 91/4inches (235 mm) or less, blocking between raftersor roof trusses shall not be required. Where the dis-tance from the top of the braced wall panel to thetop of the rafters or roof trusses above is between91/4 inches (235 mm) and 151/4 inches (387 mm),blocking between rafters or roof trusses shall beprovided above the braced wall panel in accor-dance with Figure R602.10.8.2(1). Exception: Where the outside edge of truss ver-tical web members aligns with the outside faceof the wall studs below, wood structural panelsheathing extending above the top plate asshown in Figure R602.10.8.2(3) shall be permit-ted to be fastened to each truss web with three-8d nails (21/2 inches  0.131 inch) and blockingbetween the trusses shall not be required. 2. For Seismic Design Categories D0, D1 and D2,where the distance from the top of the bracedwall panel to the top of the rafters or roof trussesis 151/4 inches (387 mm) or less, blockingbetween rafters or roof trusses shall be providedabove the braced wall panel in accordance withFigure R602.10.8.2(1). 3. Where the distance from the top of the braced wallpanel to the top of rafters or roof trusses exceeds151/4 inches (387 mm), the top plates of the bracedwall panel shall be connected to perpendicular raf-ters or roof trusses above in accordance with oneor more of the following methods: 3.1. Soffit blocking panels constructed inaccordance with Figure R602.10.8.2(2). 3.2. Vertical blocking panels constructed inaccordance with Figure R602.10.8.2(3). 3.3. Blocking panels provided by the rooftruss manufacturer and designed inaccordance with Section R802. 3.4. Blocking, blocking panels or other meth-ods of lateral load transfer designed inaccordance with the AWC WFCM oraccepted engineering practice. FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL CONTINUOUS RIM OR BAND JOIST CONTINUOUS RIM OR BAND JOIST BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL8d @ 6″ O.C. ALONG BRACED WALL PANEL FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL PERPENDICULAR FRAMING PERPENDICULAR FRAMING For SI: 1 inch = 25.4 mm. FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 2020 MINNESOTA RESIDENTIAL CODE 259 CONTINUOUS RIM OR END JOIST CONTINUOUS RIM OR END JOIST ADDITIONAL FRAMING MEMBER DIRECTLY ABOVE BRACED WALL PANEL FULL-HEIGHT BLOCKING @ 16″ O.C. ALONG BRACED WALL PANEL TOE NAIL 3-8d NAILS AT EACH BLOCKING MEMBER FULL-HEIGHT BLOCKING @ 16″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d AT EACH BLOCKING MEMBER 2-16d NAILS EACH SIDE ADDITIONAL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL For SI: 1 inch = 25.4 mm. FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING SOLID BLOCKING BETWEEN RAFTERS ATTACHED TO TOP PLATES WITH 8d @ 6″ O.C. ALONG LENGTH OF BRACED WALL PANEL2″ MAXOPEN15.25″ MAXFor SI: 1 inch = 25.4 mm. FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS ROOF SHEATHING BLOCKING BRACINGa BRACED WALL PANEL PROVIDE VENTING PER SECTION R806 (NOT SHOWN) 2x BLOCKING ROOF TRUSSES PER R802.10 NAILING PER TABLE R602.3(1) EDGE NAILING PER TABLE R602.3(1) (TYP.)4′-0″ MAX6′-0″ MAX For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Methods of bracing shall be as described in Section R602.10.4. FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 260 2020 MINNESOTA RESIDENTIAL CODE R602.10.9 Braced wall panel support. Braced wall panelsupport shall be provided as follows: 1. Cantilevered floor joists complying with SectionR502.3.3 shall be permitted to support braced wallpanels. 2. Raised floor system post or pier foundations sup-porting braced wall panels shall be designed inaccordance with accepted engineering practice. 3. Masonry stem walls with a length of 48 inches(1219 mm) or less supporting braced wall panelsshall be reinforced in accordance with FigureR602.10.9. Masonry stem walls with a lengthgreater than 48 inches (1219 mm) supporting bracedwall panels shall be constructed in accordance withSection R403.1 Methods ABW and PFH shall notbe permitted to attach to masonry stem walls. 4. Concrete stem walls with a length of 48 inches(1219 mm) or less, greater than 12 inches (305 mm)tall and less than 6 inches (152 mm) thick shall have reinforcement sized and located in accordance withFigure R602.10.9. R602.10.9.1 Braced wall panel support for SeismicDesign Categories D0, D1 and D2. In Seismic DesignCategories D0, D1 and D2, braced wall panel footingsshall be as specified in Section R403.1.2. R602.10.10 Cripple wall bracing. Cripple walls shall beconstructed in accordance with Section R602.9 and bracedin accordance with this section. Cripple walls shall bebraced with the length and method of bracing used for thewall above in accordance with Tables R602.10.3(1) andR602.10.3(3), and the applicable adjustment factors inTable R602.10.3(2) or R602.10.3(4), respectively, exceptthat the length of cripple wall bracing shall be multipliedby a factor of 1.15. Where gypsum wall board is not usedon the inside of the cripple wall bracing, the length adjust-ments for the elimination of the gypsum wallboard, orequivalent, shall be applied as directed in TablesR602.10.3(2) and R602.10.3(4) to the length of cripplewall bracing required. This adjustment shall be taken inaddition to the 1.15 increase.For SI: 1 inch = 25.4 mm, 1 foot =304.8 mm a. Methods of bracing shall be as described in Section R602.10.4. FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES BRACED WALL PANEL 2x BLK’G VENTING A B SECTION ELEVATIONBA BRACINGa BRACING ROOF TRUSSES PER R802.10 PROVIDE VENTING PER SECTION R806 2x BLOCKING NAILING PER TABLE R602.3(1) BRACED WALL PANEL EDGE NAILING PER TABLE R602.3(1) (TYP) ROOF SHEATHING 2MAXOPEN″4-0 MAX′″2MAXOPEN″6-0 MAX′″ ROOF TRUSSES PER R802.10 WHERE AIR GAP ATTOP IS NOT USED, CENTER W/3 AVAILABLE FOR VENT HOLES W W/3W/3W/3HH/3Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 2020 MINNESOTA RESIDENTIAL CODE 253 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) FASTEN SHEATHING TO HEADER WITH 8DCOMMON OR GALVANIZED BOX NAILS IN 3″ GRID PATTERN AS SHOWN HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHING MIN. DOUBLE 2″x4″ FRAMING COVERED WITH MIN. 3/8″ THICK WOOD STRUCTURAL PANEL SHEATHINGWITH 8D COMMON OR GALVANIZED BOX NAILS AT 3″ O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2) ½″ DIAMETER ANCHOR BOLTSINSTALLED PER SECTION R403.1.6 WITH 2″x2″x3/16″ PLATE WASHER PONY WALL HEIGHT 12′ MAX. TOTAL WALL HEIGHT10′ MAX. HEIGHTOVER CONCRETE OR MASONRY BLOCK FOUNDATION OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) SECTIONFRONT ELEVATION IF NEEDED, PANEL SPLICE EDGES SHALLOCCUR OVER AND BE NAILED TO COMMONBLOCKING WITHIN THE MIDDLE 24″ OF THEPORTAL- LEG HEIGHT. ONE ROW OF 3″ O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. TENSION STRAP PER TABLE 602.10.6.4(ON OPPOSITE SIDE OF SHEATHING) CONTINUOUSLY SHEATHED BRACED WALL PANEL MEETING MINIUMLENGTH REQUIREMENTS OF TABLE R602.10.5 BRACED WALL LINECONTINUOUSLY SHEATHED WITH WOOD STRUCTURALPANELS FASTEN TOP PLATE TOHEADER WITH TWO ROWS OF 16D SINKER NAILS AT3″ O.C. TYP. MIN. 3/8″ WOODSTRUCTURAL PANEL SHEATHING TYPICAL PORTAL FRAME CONSTRUCTION MIN. DOUBLE 2x4 POST(KING AND JACK STUD) NUMBER OF JACKSTUDS PER TABLES R602.7(1) & (2) ANCHOR BOLTS PER SECTION R403.1.6 NAIL SOLE PLATE TO JOISTPER TABLE R602.3(1) APPROVED BAND OR RIM JOIST (2) FRAMING ANCHORS APPLIED ACROSSSHEATHING JOINT WITH A CAPACITY OF 670 LBS INTHE HORIZONTAL AND VERTICAL DIRECTIONS WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST EXTENT OF HEADER WITH SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) 2′-18′ FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL MIN. 3″x11¼″ NET HEADER STEEL HEADER PROHIBITEDIF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADER WOOD STRUCTURAL PANELSHEATHING TO TOP OF BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PERTABLE R602.3(1) NAIL SOLEPLATE TO JOIST PER TABLER602.3(1) APPROVED BAND OR RIM JOIST ATTACH SHEATHING TO BAND OR RIM JOIST WITH 8D COMMON NAILS AT 3″ O.C. TOP AND BOTTOM WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOISTMIN.OVERLAP9¼″NAIL SOLE PLATETO JOIST PER TABLE R602.3(1) FASTEN KING STUDTO HEADER WITH 6 16D SINKERS Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTESI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 1/24/2021 CS-WSPCS-PF 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK SI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 1/24/2021 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTESCS-WSPCS-PF 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTESCS-WSPCS-PFI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 1/24/2021 6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2021 JMS Custom Homes.MN Builder License #BC3924621185 SQ FT LL1817 SQ FT ML3002 GT SQ FT569 SQ FT GARAGEPLANS PREPAREDBY RICK S STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTESCS-WSPCS-PFI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 1/24/2021 Site address Contractor 1 Total/ continuous 60/40 70/40 80/40 90/45 100/50 110/55 120/60 130/65 140/70 150/75 Equation 11-1 Directions - Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Total required ventilation Continuous ventilation Section A Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a continuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Date Completed By Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11‐1) Square feet (Conditioned area including Basement – finished or unfinished) Number of bedrooms Table R403.5.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 2 3 4 5 6 Total/ continuous 1000‐1500 75/40 90/45 105/53 120/60 135/68 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous 145/73 2001‐2500 95/48 110/55 125/63 140/70 155/78 1501‐2000 85/43 100/50 115/58 130/65 165/83 3001‐3500 115/58 130/65 145/73 160/80 175/88 2501‐3000 105/53 120/60 135/68 150/75 185/93 4001‐4500 135/68 150/75 165/83 180/90 195/98 3501‐4000 125/63 140/70 155/78 170/85 205/103 5001‐5500 155/78 170/85 185/93 200/100 215/108 4501‐5000 145/73 160/80 175/88 190/95 225/1135501‐6000 165/83 180/90 195/98 210/105 Continuous Ventilation Method (Choose either balanced or exhaust only) Low cfm:High cfm:Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Ventilation Fan Schedule Description Location Intermittent Section C Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section B Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Ventilator) – cfm of unit in low must not exceed continuous ventilation rating by more than 100%. Exhaust only Continuous fan rating in cfm Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) One or multiple power vent or direct vent ap‐ pliances or no combus‐ tion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherical‐ ly vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to ba‐ lanced ventilation systems such as HRV) b) clothes dryer (cfm)135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust)d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 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 fule appliances. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) Directions ‐ In order to determine the makeup air, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.) One or multiple power vent, direct vent ap‐ pliances, or no combus‐ tion appliances Column A Multiple atmospherically vented gas or oil ap‐ pliances or solid fuel appliances Column D Duct di‐ ameter 1 – 36 1 – 9 3 37 – 66 10 – 17 4 67 – 109 18 – 28 5 110 ‐ 163 29 – 42 6 164 – 232 43 – 61 7 233 – 317 62 – 83 8 318 – 419 84 – 110 9 420 – 539 111 – 142 10 540 – 679 143 – 179 11 >679 >179 NA Notes: A. 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. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil ap‐ pliance or one solid fuel appliance Column CPassive opening 1 – 22 1 – 15 Passive opening 23 – 41 16 – 28 Passive opening 42 – 66 29 – 46 Passive opening 67 – 100 47 – 69 Passive opening 101 – 143 70 – 99 231 – 290 Passive opening 144 – 195 100 – 135 Passive opening w/motorized damper 196 – 258 136 – 179 Passive (see IFGC Appendix E, Worksheet E‐1)Size and type Other, describe: Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units Powered makeup air >419 >290 Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive opening w/motorized damper 259 – 332 180 – 230 Passive opening w/motorized damper 333 – 419 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 combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or 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 L x W x H L W H 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. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) i s gr ea t er th an TRV then no outdoor openings are needed. If CAS Volume (from Step 2) i s less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 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 mi nus Ratio RF = 1 ‐ = 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 Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr d i vid ed by 3000 Btu/hr per in2 CAOA = / 3000 Btu/hr per in2 = 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 m ultiplied by the sq uare root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. 1994 to present Pre‐1994 1994 to present Pre‐1994 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 1,675 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 10,783 210,000 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 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 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. 2. This 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. IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 18391 Jurel Way Lakeville HVAC Load Calculations for JMS Homes Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Tuesday, January 19, 2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 18391 Jurel Way Lakeville Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:18391 Jurel Way Lakeville Designed By:Michael Hoium Project Date:Tuesday, January 19, 2021 Client Name:JMS Homes Company Name:Sabre Plumbing & Heating Company Representative:Michael Hoium Company Address:15535 Medina Road Company City:Plymouth, MN 55447 Company Phone:763-473-2267 Company Fax:763-473-8565 Design Data Reference City:Minneapolis/St. Paul AP, Minnesota Building Orientation:Front door faces North Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a 30%72 33.90 Summer:88 72 47%50%75 29 Check Figures Total Building Supply CFM:1,010 CFM Per Square ft.:0.278 Square ft. of Room Area:3,634 Square ft. Per Ton:1,597 Volume (ft³):21,716 Building Loads Total Heating Required Including Ventilation Air:47,682 Btuh 47.682 MBH Total Sensible Gain:22,411 Btuh 82 % Total Latent Gain:4,894 Btuh 18 % Total Cooling Required Including Ventilation Air:27,305 Btuh 2.28 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\ ...\18391 Jurel Way Lakeville.rh9 Tuesday, January 19, 2021, 8:32 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 18391 Jurel Way Lakeville Plymouth, MN 55447 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.28 1,597 3,634 22,411 4,894 27,305 47,682 561 1,010 1,010 System 1 2.28 1,597 3,634 22,411 4,894 27,305 47,682 561 1,010 1,010 12x15 Ventilation 860 2,993 3,853 5,757 Humidification 5,294 Zone 1 3,634 21,551 1,901 23,452 36,631 561 1,010 1,010 12x15 1-Basement 1,817 4,465 0 4,465 15,609 239 209 209 2--7 2-Main Floor 1,817 17,086 1,901 18,987 21,022 322 800 800 8--7 M:\ ...\18391 Jurel Way Lakeville.rh9 Tuesday, January 19, 2021, 8:32 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 18391 Jurel Way Lakeville Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain LOW EE: Glazing-Builder Grade Low E Windows, Sliding Doors, or Sidelights, 0.32 U-Value, 0.30 SHGC, U- value 0.32, SHGC 0.3 442.5 12,318 0 9,888 9,888 11J: Door-Metal - Fiberglass Core, U-value 0.6 37.8 1,972 0 544 544 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 8' floor depth, U-value 0.042, above grade U-value 0.075 1077.3 3,936 0 0 0 15A-10sffc-4: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 4' floor depth, U-value 0.05, above grade U-value 0.075 60 261 0 0 0 R-20 12F-0sw: Wall-Frame, Custom, Wall-Frame, Custom, no board insulation, siding finish, wood studs, U-value 0.065 1609.7 9,102 0 1,391 1,391 RJ R20 Closed Cell: Wall-Frame, Custom, Wall-Frame, Custom, Spray Foam R-20, U-value 0.065 285 1,612 0 160 160 R49 16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, Roof/Ceiling Under Vented Attic w/ Insulation on Attic Floor, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal. R-49 Blown Insulation., U-value 0.02 1817 3,162 0 1,744 1,744 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide, U-value 0.027 1817 4,268 0 0 0 Subtotals for structure:36,631 0 13,727 13,727 People:5 1,000 1,150 2,150 Equipment:901 4,116 5,017 Lighting:750 2,558 2,558 Ductwork:0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 155, Summer CFM: 155 5,757 2,993 860 3,853 Humidification (Winter) 14.44 gal/day :5,294 0 0 0 Total Building Load Totals:47,682 4,894 22,411 27,305 Check Figures Total Building Supply CFM:1,010 CFM Per Square ft.:0.278 Square ft. of Room Area:3,634 Square ft. Per Ton:1,597 Volume (ft³):21,716 Building Loads Total Heating Required Including Ventilation Air:47,682 Btuh 47.682 MBH Total Sensible Gain:22,411 Btuh 82 % Total Latent Gain:4,894 Btuh 18 % Total Cooling Required Including Ventilation Air:27,305 Btuh 2.28 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\ ...\18391 Jurel Way Lakeville.rh9 Tuesday, January 19, 2021, 8:32 AM New Construction Energy Code Compliance Certificate Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted Mailing Address of the Dwelling or Dwelling Unit18391 Jurel Way Name of Residential Contractor MN License NumberJMS Homes City Plan ID LakevilleTHERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply x Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: In Attic Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Interior Rim Joist (2nd Floor)R-20 X Wall R-20 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned areas R-30 X Describe other insulated areas Building Envelope air Tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.31 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.29 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type NAT GAS NAT GAS R-410A Passive Manufacturer Bryant Rheem Bryant Powered Model 912SC42060E17 PROG5042NRH67PV BA13NA030 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: 60000 Capacity in Gallons:50 Output in Tons:2.5 Other, describe: Efficiency AFUE or HSPF% 92%84 SEER or EER 13 Location of duct or system: RESIDENTIAL LOAD CALC HEAT LOSS HEAT GAIN COOLING LOAD 47682 22411 27305 Cfm's " round duct OR Mechanical Ventilation System " 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 Combustion Air Select a Type Not required per mech. code Select Type X Passive X Heat Recover Ventilator (HRV) Capacity in cfms:Low: 78 High:155 Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms:Low: High: Location of duct or system: Balanced Ventilation Capcity in CFMS:furnace room Locations of Fans, describe:Cfm's Capacity continuous ventilation rate in cfms:78 4 " round duct OR Total ventilation (intermittent + continuous) rate in cfms:155 " metal duct 02/03/21XKP