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HomeMy WebLinkAboutLA198748 - 16489 Duluth Tr 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:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.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 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 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 1 15 APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED BELOW GRADE FINISHED Square footages are measured to the exterior finished surface of the outside walls. Square footage calculations were made based on plan dimensions only and may vary from the finished square footage of the house as built. In addition, plan dimensions are not exact and are subject to some variance. However, all construction shall be in substantial compliance with the Contract Documents. BELOW GRADE UNFINISHED GARAGE SQ. FT. SQ. FT. SQ. FT. SQ. FT. 3,720 1,810 482 815 16489 Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 01/10/2022dmathews Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 2 15 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 3 15 4.5 3 3 2.5 Hold-down Hold-down Hold-down Hold-downShearwallHold-down Hold-down WALL SECTION 5 S2 RETAINING WALL TYPE SPORT COURT FOUNDATION WALL (3) #4 LONGITUDINAL BARS AT TOP OF FOOTING #4 HORIZ. BARS @ 24" O.C. 10" C.I.P. CONCRETE WALL VERTICAL BAR OPTIONS: #4 BARS @ 24" O.C. OR #5 BARS @ 36" O.C. #4 BARS @ END & BEND OF HOOK 5'-0" HOOK OPTIONS: #5 HOOKS @ 18" O.C. OR #6 HOOKS @ 24" O.C. TRANSVERSE BARS OPTIONS: #5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. 10" THICK C.I.P. CONCRETE FOOTING 1'-6"3'-6"2" TO VERTICAL BARS & HOOKS 1'-6" 4'-0" FRAME WALL ABOVE BY SUPPLIER 2"3"8'-4" MAX.6" MIN. SLAB-ON-GRADE CONTRACTOR MAY USE 8" WALL CONSTRUCTED SIMILAR TO BELOW w/ THE FOLLOWING CHANGES: ·5'-0" HOOK OPTIONS: #5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C. ·VERTICAL BAR OPTIONS: #5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. WOOD WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 48" O.C. MAX. OR EQUIV. SLOPE GRADE AWAY FROM FOUNDATION (GARAGE SLAB AT SIM. w/ OPTIONAL SLAB LEDGE) TREATED 2x8 SILL PLATE w/ 112" MAX. OVERHANG WALL SECTION 6 S2 RETAINING WALL TYPE SPORT COURT FOUNDATION WALL - LOW GRADE TO BE LOCATED IN THE FIELD AS REQUIRED AND ALLOWED WITH SITE GRADE #4 HORIZ. BARS @ 24" O.C. 8" OR 10" C.I.P. CONCRETE WALL #4 VERTICAL BARS @ 36" O.C. #4 BARS @ END & BEND OF HOOK 4'-0" HOOK OPTIONS: #4 HOOKS @ 18" O.C. OR #6 HOOKS @ 36" O.C. 10" THICK C.I.P. CONCRETE FOOTING 1'-0"3'-0"2" TO VERTICAL BARS & HOOKS 1'-0" 2'-6" SLOPE GRADE AWAY FROM FOUNDATION 3"8'-4" MAX.36" MIN. SLAB-ON-GRADE 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 48" O.C. MAX. OR EQUIV. WOOD WALLFRAME WALL ABOVE BY SUPPLIER TREATED 2x8 SILL PLATE w/ 112" MAX. OVERHANG BWPs Above UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 4 15 ATTICACCESS W/ LIGHT, SWITCH, & OUTLET 5 Shearwall5 5 5 99 ShearwallConnectionsShearwall716" MIN. PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS @ 6" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS Strap Strap Strap Strap T)SPORTCOURT EXTERIOR TALL WOOD WALL TO BE CONSTRUCTED AS FOLLOWS: ·2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED) ·PROVIDE 2x BLOCKING BETWEEN STUDS AT MID-HEIGHT OF WALL ·PROVIDE (1) 2x6 BEARING STUD & (2) 2x6 FULL HEIGHT KING STUDS EACH SIDE OF WINDOW OPENINGS (5-FT)Hold-down Hold-down Shear Panelw/holdowns Shear Panelw/holdowns Shear Panelw/holdowns Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 5 15 ≈ ATTIC ACCESS W/ LIGHT, SWITCH, & OUTLET Temper if within 2' of the door. 3.5 3.5 2.25 2.25 2.25 2.25 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 6 15 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 7 15 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 8 15 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 9 15 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 10 15 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 11 15 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 12 151/4"1-1/2"HOUSE 1" END OF PORCH 1" END OF DECK Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 13 15 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 14 15 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED ATTIC ACCESS W/ LIGHT,SWITCH, & OUTLET Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETBERGSTROM RESIDENCE16489 DULUTH TRAIL, LAKEVILLE, MN 55044SBF22.11.02 - THE WESTON - ELEVATION ADRAWN BY:JJS | C C.O.11/4/21 CUSTOMER 11/4/21 C.O.11/8/21 PERMIT 12/30/21 REVISIONS: 11/10/21 - C.O. 8-14 11/22/21 - C.O. 16 11/30/21 - C.O. 17-20 1-6 7 15 15 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED ATTIC ACCESS W/ LIGHT, SWITCH, &OUTLET COPYRIGHT HANSON GROUP, LLC 2021©November 16, 2021Project Number:Date:1.628S11Sheets: of2Print Name:License Number:11-16-21Date:Robert Thomas Homes, Inc.16972 Brandtjen Farm DriveLakeville, MN 550443407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Bergstrom Residence16489 Duluth TrailLakeville, MNDescriptionDateRevisionCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAILGarrett Brunell52600PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANSigned: I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.PROJECT SCOPEDESIGN AND DETAIL OF THE REQUIRED MAIN WINDFORCE RESISTING SYSTEM, TALLSPORTCOURT WOOD WALL FRAMING, AND FOUNDATION WALLS ALONG A SPORT COURT FOR ASINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THISDOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPAREDBY ROBERT THOMAS HOMES LAST DATED 11-4-21 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECTSCOPE ABOVE. THE DESIGN OF THE REMAINING HOME IS BY OTHERS.3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THECONTRACTOR.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFOREPROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THATPROVIDES A WATER AND VAPOR RESISTANCEAT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:CLAY (GROUP III ASSUMED)geq = 60 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERLSL STUDS:112" WIDTH - E=1,300,000 PSI OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL BEAMS:134" WIDTH - E=1,550,000 PSI OR BETTERLVL:134" WIDTH - E=1,900,000 PSI OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODES2020 MINNESOTA RESIDENTIAL CODEFOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIRINSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHORWITHIN 12" OF EACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHINGHOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.RETAINING WALL FOUNDATIONS RELY ON SLAB-ON GRADE FOR LATERAL RESISTANCE.ADEQUATE TEMPORARY BRACING IS BY OTHERS UNTIL SLAB IS IN PLACE AND FULLY CURED.5.BULKHEAD STEP ALL RETAINING WALL TYPE FOOTING ELEVATION CHANGES. DO NOT JUMPFOOTINGS AT THESE LOCATIONS.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6"SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8"O.C. MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Øx 3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS DESIGNED TO MEET H/180 DEFLECTION CRITERIA AT A MINIMUM.8.THE ENTRY PORCH AND DECK ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL PORTIONS OFTHE STRUCTURE AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME.PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS ATLEDGERS.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETE(4-FT)(4-FT)(4-FT) (4-FT) ONE-SIDED (4-FT) ONE-SIDED (2.25-FT)(2.25-FT)(2.25-FT)(2.25-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3.5-FT)(3.5-FT)(4-FT) BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE716" MIN. PLYWOOD/OSBEXTERIOR SHEATHINGFASTENED TO STUDS w/ 8dNAILS @ 6" O.C. AT PANELEDGES & @ 12" O.C. ATINTERIOR SUPPORTS7S25S2SIM.5 S2 6 S2PROVIDE DOUBLE STUDSFASTENED TO SIMPSONSTHD14 HOLDOWNEMBEDDED IN CONCRETE(OR ALTERNATIVEHOLDOWN SHOWN IN 4/S1)BRACEDWALL LINE(10.75-FT)CONSTRUCT SHEARWALLAS SHOWN IN 1/S2CONSTRUCT SHEARWALLAS SHOWN IN 1/S2(2.95-FT) (5-FT) (5-FT) ONE SIDED (5-FT)(9-FT)(4-FT)(4-FT)(4-FT)(4.1-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINESPORTCOURT EXTERIOR TALL WOOD WALL TOBE CONSTRUCTED AS FOLLOWS:·2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALLFRAMING (BALLOON FRAMED)·PROVIDE 2x BLOCKING BETWEEN STUDS ATMID-HEIGHT OF WALL·PROVIDE (1) 2x6 BEARING STUD & (2) 2x6 FULLHEIGHT KING STUDS EACH SIDE OF WINDOWOPENINGS716" MIN. PLYWOOD/OSBEXTERIOR SHEATHINGFASTENED TO STUDS w/ 8dNAILS @ 6" O.C. AT PANELEDGES & @ 12" O.C. ATINTERIOR SUPPORTS(5-FT)CONSTRUCT GARAGESHEARWALL AS SHOWNIN 2/S2, MIRROREDCONSTRUCT GARAGESHEARWALL AS SHOWNIN 2/S2(3-FT)BRACEDWALL LINE(4-FT)(9-FT)(4-FT)(4-FT)CONSTRUCT GARAGESHEARWALL AS SHOWNIN 2/S2, SIM.CONSTRUCT RIGID SHEARPANEL AS SHOWN IN 3/S2PROVIDE TOP & BOTTOM OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL(4-FT)BRACEDWALL LINECONSTRUCT PERFORATEDSHEARWALL AS SHOWN IN4/S2(4-FT)(3-FT)7 S2 BRACED WALL LINE (4.75-FT)ONE-SIDED(4.5-FT)(3-FT) (3-FT)(2.6-FT)CONTINUE HOLDOWN ASSHOWN IN 3/S2 COPYRIGHT HANSON GROUP, LLC 2021©DescriptionDateRevisionRobert Thomas Homes, Inc.16972 Brandtjen Farm DriveLakeville, MN 55044Project Number:Date:S22Sheets: of2Print Name:License Number:Date:3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSBEARING/KINGSTUDS/POSTS AT SIDES OFOPENINGS BY SUPPLIERBLOCK THROUGH FLOORSYSTEM BELOW STUDSSTACKED PERFORATED SHEARWALLS1S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.SIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVE OPTION) WALL SECTION 5S2 RETAINING WALL TYPE SPORTCOURT FOUNDATION WALL WALL SECTION 6S2 RETAINING WALL TYPE SPORT COURTFOUNDATION WALL - LOW GRADETO BE LOCATED IN THE FIELD AS REQUIREDAND ALLOWED WITH SITE GRADE(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.10" C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"FRAME WALL ABOVE BY SUPPLIER2" 3" 8'-4" MAX.6"MIN.SLAB-ON-GRADECONTRACTOR MAY USE 8" WALL CONSTRUCTEDSIMILAR TO BELOW w/ THE FOLLOWING CHANGES:·5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C.·VERTICAL BAR OPTIONS:#5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C.#4 HORIZ. BARS@ 24" O.C.8" OR 10" C.I.P. CONCRETE WALL#4 VERTICAL BARS@ 36" O.C.#4 BARS @ END &BEND OF HOOK4'-0" HOOK OPTIONS:#4 HOOKS @ 18" O.C. OR#6 HOOKS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-0"3'-0"2" TO VERTICAL BARS & HOOKS1'-0"2'-6"SLOPE GRADE AWAYFROM FOUNDATION3" 8'-4" MAX.36"MIN.SLAB-ON-GRADE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV. WOOD WALL WOOD WALL 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.SLOPE GRADE AWAYFROM FOUNDATION(GARAGE SLAB AT SIM. w/OPTIONAL SLAB LEDGE)TREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANGFRAME WALL ABOVE BY SUPPLIERTREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANG3'-6" MAX.6"MIN.SLOPE GRADE AWAYFROM FOUNDATION20" MIN. WIDE x 8" MIN.THICK CONCRETE FOOTINGCENTERED UNDER WALLSLAB-ON-GRADE#4 HORIZ. BAR@ TOP OF WALL8" C.I.P.CONCRETEWALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. WALL SECTION 7S2LOOKOUT FOUNDATION WALLTO BE LOCATED IN THE FIELDAS REQUIRED AND ALLOWEDWITH SITE GRADESEE 2/S1 FOR TALL WOODWALL FRAMINGS2FRAMING DETAILGARAGE SHEARWALLAT SIM. HEADERS FRAME FROMBOTH SIDES2FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALLPANELS ALONG THISSHEARWALL AS WELL ASABOVE OVERHEAD DOORHATCHED AREA INDICATES 716"OR THICKER PLYWOOD/OSBEXTERIOR SHEATHINGFASTENED TO STUDS w/ 8d NAILS@ 4" O.C. AT PANEL EDGES & @12" O.C. AT INTERIOR SUPPORTSSIMPSON STHD14 HOLDOWNANCHOR FASTENED TODOUBLE STUDS (REFER TO4/S1 FOR ALTERNATIVEOPTION)(2) 12" Ø ANCHOR BOLTS(7" MIN. EMBED)TYPICAL 2x6 STUDS @ 16" O.C.PROVIDE DOUBLE STUDS ATEND OF SHEARWALLHEADER & BEARING/KING STUDSAT SIDES OF OPENINGS BYSUPPLIERFOUNDATION WALL BELOWSIMPSON MSTC52 STRAP ONFACE OF WALLPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)BEARING/KINGSTUDS/POSTS AT SIDES OFOPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSPROVIDE 14" x 4" CONCRETE SCREWS @ 16"O.C. THRU SILL PLATE INTO FOUNDATIONAT THIS WALL PORTION IN ADDITION TOANCHOR BOLTS (NOT SHOWN)Garrett Brunell52600Signed: I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.November 16, 20211.62811-16-21Bergstrom Residence16489 Duluth TrailLakeville, MNNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAPON INSIDE FACE OF WALL(PROVIDE SPACER TOFLUSH OUT HEADER TOWALL STUD THICKNESS)FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT STUDEACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF HEADER HEIGHTAS REQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)LENGTH OF CONTINUOUS HEADERFASTEN KING STUD TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALLPANELSLARGER HATCHED AREAINDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OFSTUDS w/ STANDARD 6"/12"NAILING PATTERNFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"RIGID SHEAR PANEL3S2FRAMING DETAILCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN. 312" WIDTH & MIN. 912" DEPTH REQ'D)NOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.1'-412"±612"±PROVIDE DOUBLE STUDSFOR ATTACHMENT OFBOTH STRAP & HOLDOWN(MAY USE BEARING/KINGSTUDS AS REQ'D)SIMPSON MSTC52 STRAPS CENTEREDON FLOOR SYSTEM AT LOCATIONSSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)SIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVEOPTIONS)PROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILLPLATE INTO FOUNDATION ATTHIS WALL PORTION INADDITION TO ANCHOR BOLTS(NOT SHOWN)BLOCK THROUGH FLOOR SYSTEMBELOW STUDS FASTENED TOHOLDOWNS AS REQ'D12"Ø SIMPSON TITEN HD ROD COUPLERw/ 8" EMBED INTO CONCRETE(MAY OMIT & EPOXY THREADEDROD 8" INTO CONCRETE)12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWN ANCHORNAILED TO DOUBLE STUDSPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM4S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSTYPICAL 2x6 STUDS @ 16" O.C. Print Name: Signed: Nick Hanson 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. License Number:1-1-21 46665Date: SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2021. 2021 FOUNDATION GUIDE: DRAWING INDEX: SCOPE, INDEX, & CERTIFICATION S0 USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STEPPING DOWN WALL WITH GRADE DETAIL S15 COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 150 1.001 January 1, 2021 S0 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 151 1.001 January 1, 2021 S1 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 152 1.001 January 1, 2021 S2 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 153 1.001 January 1, 2021 S3 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 154 1.001 January 1, 2021 S4 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 155 1.001 January 1, 2021 S5 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPOXY GROUTED 3'-0"1'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 156 1.001 January 1, 2021 S6 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 157 1.001 January 1, 2021 S7 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 158 1.001 January 1, 2021 S8 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 159 1.001 January 1, 2021 S9 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1510 1.001 January 1, 2021 S10 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1511 1.001 January 1, 2021 S11 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWN ORSHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1512 1.001 January 1, 2021 S12 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1513 1.001 January 1, 2021 S13 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10'-0" MAX3'-8" MAX2'-6" MIN OPENING1'-6" MIN3'-0" EACH WAY MIN 112" TYPSLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1514 1.001 January 1, 2021 S14 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRAD E L I N E 9'-4" MAX.6'-0" MAX.4'-0" MAX.SEE BASEMENT WALL DETAILSEE LOOKOUT WALL DETAILSIM.CONSTRUCT SIM. LOOKOUT WALLw/ MIN. (2) #4 HORIZ. BARS3 MIN. 1 S7S5S5SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1515 1.001 January 1, 2021 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Burnsville Heating & Air Conditioning, Inc.  3451 W. Burnsville Pkwy, Suite 120, Burnsville, MN 55337  Phone 952‐894‐0005 – Fax 952‐894‐0925 – Web www.burnsvilleheating.com  _____________________________________________________________________________________  Ventilation, Makeup and Combustion Air Calculations  Submittal Form for New Dwellings    Site address 16489 Duluth Trail  Date 12/30/2021  Contractor Burnsville Heating & Air Conditioning, Inc Completed By Alan Dobson      VENTILATION REQUIREMENTS  TABLE R403.5.2  NUMBER OF BEDROOMS      1 2345 6 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  90/40  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 6000sp. Ft. or there are more than 6 bedrooms, use Equation R403.5.2     R403.5.2 Total Ventilation rate.  The mechanical ventilation system shall provide 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 ventilation  rate/2        Amount Total _________220_________    Amount Continuous ______110_________                    TABLE 304.1  COMBUSTION AIR REQUIREMENTS FOR GAS‐FIRED  APPLIANCES WHEN THE COMBINED INPUT IS UP TO  AND INCLUDING 400,000 Btu/hr      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)  50 (15)  75 (23)  100 (30)  125 (37)  150 (45)  175 (53)  200 (60)  225 (68)  250 (75)  275 (83)  300 (90)  325 (98)  350 (105)  375 (113)  400 (120)  7 (4,500)  7 (4,500)  11 (7,000)  14 (9,000)  18 (12,000)  22 (14,000)  25 (16,000)  29 (19,000)  32 (21,000)  36 (23,000)  40 (26,000)  43 (28,000)  47 (30,000)  50 (32,000)  54 (35,000)  58 (37,000)  3 (75)  3 (75)  4 (100)  4 (100)  5 (125)  5 (125)  6 (150)  6 (150)  6 (150)  7 (175)  7 (175)  7 (175)  8 (200)  8 (200)  8 (200)  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.            BTU Amount for Non‐direct vent appliances ____________________                                      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  (Not fan assisted)                      & Power Vent                                                                                   ______Btu/hr  Water Heater:  ___Draft Hood                           ___Fan Assisted                           ___Direct Vent                        Input:  (Not fan assisted)                      &Power Vent                                                                                   ______Btu/hr  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 Hours (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                                                                                                             Input:_____________ Btu/hr  (DO NOT COUNT DIRECT VENT APPLIANCES)  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                                                                               Input:_____________ Btu/hr  (DO NOT COUNT DIRECT VENT APPLIANCES)  Use Fan‐Assisted Appliances column in Table E‐1 to find                                                                                                                    Required Volume Fan Assisted (RVFA)                                                                                                                                       RFVA:_____________ 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                                                     RV=_______________+______________=_______________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 = 1 ‐                               =                               m  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                                                                                     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 multiplied by the square root of Minimum CAOA                                                  CAOD = 1.13 √  Minimum CAOA =__________ in.   1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section  G304.                 IFGC Appendix E, Table E‐1  Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance)    Input Rating  (Btu/hr)      Standard Method  (ft3)  Known Air Infiltration Rate (KAIR) Method (ft3)  Fan Assisted   Non‐Fan‐Assisted    19941 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  22,525  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.            Table 501.4.1  Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units       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  1. Use Appropriate Column to Estimate House Infiltration      a) pressure factor               (cfm/sf)    0.15    0.09    0.06    0.03      b) conditioned floor              area (sf)   6091            (including unfinished basements)  Estimated House        Infiltration (cfm):        [1ax 1b]  913.69        2.  Exhaust Capacity       a) Clothes dryer  135  135  135  135       b) 80% of largest  exhaust           rating (cfm)  240        (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):  64        (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust  Total Exhaust Capacity      (cfm):      [2a+2b+2c]  439        3.   Makeup Air Requirement  547) Total Exhaust             Capacity            (from above)  439             b)  Estimated  House              Infiltration             (from above)   913.69        Makeup Air       Quality (cfm):       [3a‐3b]  ‐474.69        (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 venter 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 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                      Table 501.4.2  Makeup Air Opening Sizing Table for New and Existing Dwelling Units              TYPE OF OPENING  OR SYSTEM    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  APPLIANES 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  (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  w/motorized  damper    318 – 419  196 – 258  136 – 179  84 – 110  9  Passive opening  w/motorized  damper    420 – 539  259 – 332  180 – 230  111 – 142  10  Passive opening  w/motorized  damper    540 – 679  333 – 419  231 – 290  143 – 179  11  Powered  makeup airH    >679  >419  >290  >179  NA    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 on atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance.  D. Use this column if there is multiple atmospherically vented gas or oil appliances using a common vent or I 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 b 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.     Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device ) Location (or future location) of Fan: Other Please Describe Here X R-10 X R-21 X R-21 X R-21 X R-49 X R-30 X R-30 X R-30 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:100,000 Capacity in Gallons: Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code 6"Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Bay Windows or cantilevered areas Floors over unconditioned area Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.12/30/2021 New Construction Energy Code Compliance Certificate Name of Residential Contractor Robert Thomas Homes MN License Number BC644819 City Mailing Address of the Dwelling or Dwelling Unit Lakeville16489 Duluth Trail Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 47,10187,801 Heating Gain Cooling Load 100 250 Select Type 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): 38,790 Residential Load Calculation Heating Loss 0.34 Describe other insulated areas RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.28 Building envelope air tightness: 6 MIL POLY - 4" AGG INTERIOR INTERIOR Below Entire Slab Rigid, Extruded PolystyreneRigid, Isocynurate Perimeter of Slab on Grade Ceiling, flat ATTIC EXTERIOR SEALANT Rim Joist (1st Floor) Windows & Doors Ceiling, vaulted 4 Appliances Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardTHERMAL ENVELOPE Insulation Location Foam, Closed CellFoam Open Cell Wall Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Fuel Type Solar Heat Gain Coefficient (SHGC): PROG50 DX13SN048 Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces R-410A Make-up Air Select a Type Rheem Domestic Water Heater Gas MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER Model Heating System Gas Daikin DM92SE1005D Manufacturer Daikin 50 Output in Tons: Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 16489 Duluth Trail Robert Thomas Homes Sean McNamara 952-412-4356 sean.mcnamara@robertthomashomes.com Excavation/construction of single family home 15765 Rob St. Sauver Robert Thomas Homes 952-292-2419 rob.stsauver@traditiondevelopment.com UofMN 5/31/2022 R 100001))))))))))))))))))))))))))))))))ooooooooooooooooooooooooooooooooooooooor rrrrrrrrrrrrrrrr rrrrrrrr rrrrrrrrrrrrrrr erereereeereeerrrrrrreeeeeererererererrrreerererereeerereereeeerrrrrreeeeeeeeerereerrreosooosooooososoosoosoooososoooosososooossososoososososoosssssssooososoosssssssosooooooosossssssooosssssssosssssssssssssssssion andddd sediment control plan. e:___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ D 12/30/21 01/03/22 X KP