The URL can be used to link to this page

Home My WebLink AboutLA221119 - 18858 Javelin Path-Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND FIRST FLOORTOTAL4,091 SF2,151 SF1,064 SF-GARAGEBASEMENTFLOOR AREAFINISHED-1,940 SF853 SF211 SFUNFINISHED200 AMP SERVICELOOKOUT BASEMENTGARAGE LEFTSIDEWALK96 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE2,021 SF719 SFPRESERVE OF LAKEVILLELOT 11, BLOCK 2 18858 JAVELIN PATHDAN & ROXANNE ORTEGA2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, MN 550442020 ENERGY CODE2020 MN BUILDINGOPTIONAL FLOOR PLAN HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"E10'-0" F5'-0"G9'-6"2ND. ADDITIONFRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSCOUNTRY JOE SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLSGAS FIREPLACE6'-312"4'-314"4'-314"1'-434"1'-434"3'-6"3'-214"6'-312"LINE OFLINE OFFIREPLACESHEETROCK6'-118"5'-0"5'-0"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"1'-5"SHEETROCK1'-5"8"TILELINE OF MANTLE6"11'-118"BOLT W/ (1) NUT &1" Ø x 8" ANCHORWASHER @ 60" O.C.OR SIMPSON MAB6 @48" O.C. OR APP'D EQ.6"WALLGALV. ROLLED FLASHING4" CONC. SLAB8"6"2"262x6 STUD WALL W/BATT INSUL.HIGH DENSITY F.G.1/2" SHEATHING4 MIL. POLY V.B.1/2" GYP. BD OVER266"EL. 108'-4"T.O. 8" CONC.1ST FLOOREL. 110'-0-1/4"1ST FLOOREL. 107'-8"T.O. 8" CONC.1'-6" 6"SCALE: 3/4" = 1'-0"COLUMN #10 - CONCRETE PORCH1'-4"LINE OF STONELINE OF BOX3'-0"6" CONC. WALLCONCRETE PORCH2x6 BLOCKING1x6 LP TRIM2'-0"LP PANEL1x6 LP WRAP6x6 TREATED POSTW/ CEDARMILL1'-2"1'-4"TREATEDT.O. CONC.T.O. FTG.3"3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDET.O. WALL107'-8"GarageConcretePorchStudy12'-0"15'-0"10'-6"8'-0"4'-6"2'-0"SIDEWALK 96 SF4'-0"RECESSED STEPSSECTION @ PORCH STOOPSCALE: 1-12" = 1'-0"A-01COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC6276701NOVEMBER 7, 20232DECEMBER 6, 2023Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode01/09/2024jnuetzman FRONT ELEVATION SCALE: 1/4" = 1'-0"1A-1TOP OF FTGEL.100'-0"121012101210TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"TOP OF PLATEEL.119'-9 3/8"1'-6"1'-6"5-1/2" TRIM BOARDS1'-6"1'-6"8:12HARDIE BOARD & BATTENHARDIE SIDINGHARDIE SHAKESFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.EL.105'-0"TOP OF FTG.6" FRIEZE BOARD12" RAKE AT GABLES18" AT EYEBROWS8"27'-7"FOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHINGBOTH GARAGE PIERS8"1'-6"8"12"9'-0" TALL FOUNDATIONS WALLSRECESSED STEPSHARDIE SIDING 4" EXPOSURESHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES)CONCRETE PORCH8'-0"18'-0"8'-0"9'-0"1'-6"BOARD & BATTEN6" FRIEZE BOARD7"3"11"8"2'-0"8"8"7-1/4"12101'-6"RECESSED STEPSCONCRETE PORCH11" COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC6276701NOVEMBER 7, 20232DECEMBER 6, 2023 1281210128TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"1'-6"1'-6"1'-6"10:12EL.105'-0"TOP OF FTG.MAINTAIN A MIN. CL. OF 6" FROMGRADE TO B.O. SIDING, TYP.LEFT ELEVATIONSCALE: 1/8" = 1'-0"2A-2RIGHT ELEVATIONSCALE: 1/8" = 1'-0"3A-210:128:12 10:1210:1210:1210:12TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"TOP OF PLATEEL.119'-9 3/8"TOP OF PLATEEL.119'-9 3/8"ROOF PLANSCALE: 1/8" = 1'-0"4A-26'-0"EXTEND GARAGE WALLTO BOTTOM OF ENTRYSOFFITTOP OF FTGEL.100'-0"13 ROOF VENTS10:128:12 10:12ROOFVENTS(11)ROOFVENTS(3)(10)(2)(1)REAR ELEVATIONSCALE: 1/8" = 1'-0"1A-2COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC6276701NOVEMBER 7, 20232DECEMBER 6, 2023 T.O. 4" CURBT.O. 8" WALLT.O. 8" WALLT.O. FTG.EL. 100'-0"EL. 103'-6"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDFinishedStairsCARPETNO LEDGE4'-714"3"UPFinishedBedroom #3CARPETFinishedBedroom #4CARPETOUTLETFURN.WATERHEATERSOFTENERFinishedFamily RoomCARPET6'-6"8'-0"9'-6"9'-6"8'-0"8'-0"14'-6"19'-0"16'-0"(2) 2x10 32"30"30" 2'-0"Mechical &Storage4" CONC. SLAB211 SF10'-0"6'-0" 52'-0"15'-6"11'-0"9'-0"69'-0"A-31BASEMENT PLANSCALE: 1/4" = 1'-0"USE (1) 2x6 TOP9'-0" WALLST.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 100'-0"15'-9"19'-3"16'-7"4'-0"3'-101 2"T.O. SLABUnexcavated4" CONC. SLABVARIESSLOPE SLAB FOR DRAINAGE24'-6"12'-6"21'-6"10'-0" SEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C.2A-715'-6"65'-0"46'-0"6'-2"1'-0"7'-10"1A-6CONCRETE FOOTINGS8" x 20" - TYPICALT.O. 8" WALLEL. 103'-6"T.O. FTG.EL. 100'-0"T.O. 8" WALLEL. 103'-6"T.O. FTG.EL. 100'-0"ROD & SHELFT.O. FTG.EL. 100'-0"Unexcav.2" BRICK LEDGE FORCONCRETE STOOP @ 108'-4"6'-0"1A-09'-934"4'-214"SSS60x42 SLIDEREL. 105'-0"SUMP14'-0"3'-33 4"T.O. SLABEL. 100'-4"2'-0"EL. 105'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALL1'-712"18'-3" M.O,1'-712"1'-712"9'-3" M.O.1'-712"EL. 109'-0"T.O. 4" CURBDRAINFLOOREL. 105'-0"T.O. FTG.EL. 109'-0"T.O. 4" CURBEL. 109'-0"EL. 109-0T.O. FTG.EL. 109'-0"T.O. 4" CURB5'-334" 4'-0" 4'-0"(2) 2x101'-4"VOID4'-8" ALLOW FOR SEWER16" VOID TO9'-512"(2)9-1/2 LSL - 2 TRIMMERSFLUSH11'-103 4"ELEV. 108'-4"5'-912" 10"4'-1014"10'-0" 11'-103 4" 20'-11 4"PLATE12" - FLUSH WITHCEILING DROPPEDBOTTOM OF 9-1/2"LSL.D30"4'-412"S28"Fin.BathC.T.49 SF (FLR)3'-9"FinishHallCARPET15'-0"8" 3'-334"2" BRICK LEDGE ALLOW FOR SEWER2'-0"VOID24" VOID TOSCD2'-3"90x42 SLIDER(2)1-3/4x9-1/2 LSLDD(2) 9-1/2 LSL - 3 TRIMMERS60x42 SLIDERD(2) 9-1/2 LSL60x42 SLIDERHOSEBIBHOSEBIB9'-0" TALL FOUNDATION WALL7'-3"D(2) 9-1/2 LSL60x42 SLIDER30"SFin.BathC.T.44 SF (FLR)ROD & SHELFFinishedBedroom #5CARPET4'-10"8'-714"SCD3'-6"8'-3"4'-0"4'-0"5'-312"1'-134"1'-4"VOID ALLOW FOR SEWER16" VOID TO25'-6"3'-434"28"28"14'-234"28"ROD & SHELF28"30"10'-712"30" 13'-1034"4'-10"8'-334"3'-7"WINE ROOM72x48 FINISHEDINTERIORGAS FIREPLACE STANDARD 6'-0"5'-012" 4'-814"3'-734"ROD & SHELF16'-0"4'-112"5'-134" 44'-0"CONCRETE WALLS2x4 INTERIOR WALLS2x6 INTERIOR WALLSBRICK / BRICK LEDGESHEATHING - INSULATED2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDSOFFIT AREA728 SFROOM SIZESBEDROOM #2MECH / STORAGEHALLWAYSTAIRREC ROOMBEDROOM #3BATH #1TOTAL258 SF211 SF128 SF118 SF268 SF83 SF2,151 SFBEDROOM #4BATH #2274 SF83 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC6276701NOVEMBER 7, 20232DECEMBER 6, 2023FANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. Stairs4'-618"10" 3"GreatRoomCARPET11'-1-1/8"PrimaryBedroomCARPET9'-1 1/8"PrimaryBathC.T.115 SF (FLR)W.I.C.CARPETLaundryC.T.48 SF (FLR)KitchenWOOD9'-1 1/8"DiningWOOD9'-1 1/8"ConcretePorchGarage4" CONC. SLABEntryWOOD11'-1 1/8"4'-0"DW8'-0"3'-6"9'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL2-2x42-2x418'x8' O.H. DOOR(2) 14" LVLSLOPE SLAB 2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILTYPICAL GARAGE WALL2x4 STUD WALLS @ 16" O.C. W/INSIDE AND 1/2" SHEATHING - EXT.POLY VAPOR BARRIER & 1/2" GYP. BD.1/2" SHEATHING - EXT.TYPICAL EXT. WALL1'-9"18'-0"1'-9"9'-0"12'-6"21'-6"34'-0"8'-0"8'-0"9'-6"9'-6"2'-4"6'-134"(2) 24x24 FIXED SLIDE IN TUB 72"x36" (2) 2X10 24x24 FIXED (2) 2X10(2) 30X60 MULLED36"2'-9"(3) 2x104'-618"3'-412"4'-1038"24'-6"15'-1014"19'-0"16'-0"65'-0"30" 30" - GLASS 28"28"2 8 "(2) 24x24 FIX MULLED2'-0" 10'-101 4"2'-23 4"3'-23 4"4'-1"3'-13 4"3'-13 4"8'-10"9'-0"5'-6"5'-6"11'-0"20'-0"6'-312"DR. S.C.32" MTL.StudyCARPET11'-1 1/8"2-2x42-2x4 44'-0" 46'-0" 15'-4"4'-103 4"2'-0"7'-11"7'-634" 4'-11 2"3'-10"2'-6" 6'-034"1'-5"4'-012"3'-1034"8'-7"3'-8"3'-912"1'-11"RAILING(2) 30x66 MULLED(3)24X241A-5ROD & SHELVES 5'-10"1'-9"4'-6"4'-6"4'-3"5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE2-2X108'-53 4" (2) 2x10 DN 1A-51A-61A-81A-7(2) 30x24 MULLEDHALF WALL2-2x648x96 FIX(3) 2x10 - CONT.2-2x62'-0"1'-9"@ 24" O.C.PRE-ENGINEERED TRUSSESBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGEA-41FIRST FLOOR PLANSCALE: 1/4" = 1'-0"(+42")48x60 FIX36x60 S.H.36x60 S.H.(3) 1-3/4" 9-1/2" LSL2-2x6(+30")4'-0" 4'-0"3'-4"3'-6"1'-63 4" 3'-0" 2'-10"36" SHEETROCK OPENING 24"10'-111 2"MudRoomC.T.9'-1 1/8"PantryC.T.SAME HEIGHT AS PLATE (9'-1-1/8")(+8") STEP UP CEILING9'-9-1/8")2'-0"HATCHED AREASARE AT 11'-1-1/8"2-2x6(2) 1-3/4" 9-1/2" LSL(2) 2x109'-412"15'-6"1'-2" 2'-2" 11'-8" TO FACE OF HEADER4'-1038"10'-0"6'-0"10'-0" 10'-0" 4'-0"WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"5'-10"3" REVEAL7'-1"EBGEAAACHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0"F5'-0"REF.48x96 FIX48x96 FIX60x18" TRANSOMRAILINGRAILING6'-91 2"G9'-6"VALVE 28"3'-312"WALK-IN SHOWER 28"36x72FRAME28-1/2" WIDE3'-1014"TOP SIZE 42x9630"x 93ISLANDPANELACCESSATTIC22x30RECESSED STEPS2'-0"5'-7"2'-5" 8'-9" TEMP.SCD6'-11-3/8"1'-0" 5'-0"(2) 36x60 S.H.14'-134"6'-1034"7'-3"14'-134"32"28"30"48x34 28"W.I.C.WOOD9'-1 1/8"W.I.C.CARPETBedroom #2CARPET5'-134"6'-812"BathC.T.37 SFGAS COOKTOP W/ HOODRECYCLECENTER25'-6"9'-0"(3) 24x24 FIX-MULLED(2) 2x10B (3) 2x109'-434"4'-9"B32"16'-0"1'-0"16'-0" x 16'-0"DeckTREX DECKING30x72 SHWD25" SINK W/ 32"BASE CABINET30" 30"DR. S.C.32" MTL.9'-812"30x72 SH30x72 SH30x72 SHBTEMPERED2-2x62-2x62-2x6ISPD3'-214"9'-2"2'-8"5'-914"4'-0"6 RISERS 4'-0" @ 12" O.C. - SEE EWP 2x10 JOISTS2-2X102-2x6 3-2x6(2) 2x104-2x6(2) 2x10 - CONT.(2) 2x10 FINISHED ROOM SIZESSTUDY - WOODBATH - C.T.GREAT ROOM - WOODKIT/DINE/FOYER/WIC - WOOD113 SF43 SF275 SF502 SFPRIMARY BEDROOM - CARPET257 SFPRIMARY BATH - C.T.106 SFPANTRY / MUD ROOM - C.T.99 SF81 SFPRIMARY W.I.C. - CARPET48 SFLAUNDRY - VINYL222 SFBEDROOM #2 - CARPETCOUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC6276701NOVEMBER 7, 20232DECEMBER 6, 2023FANFANSmokeSmokeGIRDER TRUSS GIRDER TRUSS GIRDER TRUSSGIRDER TRUSS-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).PFHPFHPFHPFH555563.563.253.252.752.75 7'-812"7'-9"16'-0"15'-9"3"3"3" 3"3'-9"4'-0"STAIRS TO GRADE4 STRINGERS5'-0"1'-0"16'-0" 2x10 JOISTS @ 12" O.C.21'-0" DECK LEDGER5'-0"9'-0"(3) 2x10(3) 2x10(2) 2x10(3) 2x10DECKING SHOULD BE DOWN 4" FROM THE FIRST FLOOR 2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATED5/4" DECKING3-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATEDTOP OF 8" CONC.ELEV. 108'-4"ELEV. 109'-6-1/8"1ST FLOOR1178"34"BOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)11-7/8" TJI JOISTS2x10 JOISTSFLASHING W/ DRIP EDGEDTT1Z DECK TENSION TIEDECK LEDGER HANGER4"BOLT THROUGH BLOCKING@ 16" O.C.@ 16" O.C.#12 - STRUCTURAL 4" LEDGER SCREWS@ 16" O.C.DUPONT TYVEK BUILDING PAPEREXTERIOR SHEATHINGICE & WATER SHEILDDUPONT TYVEK BUILDING PAPERICE & WATER SHEILDT.O. DECKING3'-0" 312"T.O. RAILING312"4"4" SPHERE CANNOT PASSWESTBURY RAILING SYSTEMHOLDER REQUIRED TOANCHOR STRAP OR POSTSLOPE TO OF PIERCONCRETE PIER FOOTING512"POST6x6 DECK SUPPORT60"1'-0"FLARE BOTTOM OF FOOTINGTO A MINIMUM DIAMETER OF 24"CONNECT POST TO FOOTING& A MINIMUM OF 12" DEEP2'-0"COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC6276701NOVEMBER 7, 20232DECEMBER 6, 2023DECK FRAMING/FOOTING PLANSCALE: 1/4" = 1'-0"DECK1DECK FRAMING/FOOTING PLANSCALE: 3/8" = 1'-0"DECK1LATERAL LOAD CONNECTION SCALE: 1" = 1'-0"DECK2RAILING DETAILSCALE: 1/2" = 1'-0"DECK3FOOTING DETAILSCALE: 3/4" = 1'-0"DECK4 NAILED3/4" OSBDECK GLUED AND A-51SCALE: 1/4" = 1'-0"BUILDING SECTIONSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 8'-4" WALLS - (1) 2x6 TOP9'-0"@ 6'-0" O.C.PLATEPRESSURE TREATED 2x6Stair(3) LSL'sSTAIRSTYP. ALLSTRINGERSGreatRoom1'-6"ELEV. 120'-5-3/8"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-8-1/4"MechanicalStorage4" CONC. SLABSIDINGMasterBathTOP OF PLATEGarage10'-01 4"9'-11 8"18" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONLaundry11'-11 8"Entry9'-11 8"12102x SOLID BLOCKINGTO OF BLOCKINGFLUSH W/ BOTTOMOF TRUSSCOUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC6276701NOVEMBER 7, 20232DECEMBER 6, 2023 12'-71 8"1288'-614"7'-6"3/4" OSB FLOOR SHEATHINGNAILED AND GLUEDSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 8'-4" WALLS - (1) 2x6 TOP@ 6'-0" O.C.PLATEPRESSURE TREATED 2x618" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION11'-11 8"A-61SCALE: 1/4" = 1'-0"BUILDING SECTION9'-0"1'-6"ELEV. 121'-8 1/4"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-8-1/4"SIDINGTOP OF PLATE10'-014"11'-0"RAILING36" HIGHWEBS PER MANUF.GreatRoomSTAIRFAMILY ROOMRoom2'-8"4'-0"11'-712"TO RISER5'-10"11'-8"FACE OF HEADER(2) 2x8(1) 2x8CONCRETE FOOTING8"x20" - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX9'-118" COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC6276701NOVEMBER 7, 20232DECEMBER 6, 2023 RAISED ROOF @ STUDY & GREAT ROOM 2A-7SCALE: 1/2" = 1'-0"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 120'-5 3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8 1/4"1ST FLOOR9'-11 8" 3 4"2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHINGBUILDING SECTION1A-7SCALE: 1/2" = 1'-0"1'-6" 112"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 121'-8 1/4"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8 1/4"1ST FLOOR11'-0" 3 4"2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" EXTERIORSHEATHINGBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACEFLUSH WITHCONCRETEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHING1'-6" 112"11' STUD TO BETIMBERSTRAND5,000 LB FOOTINGSTRENGTH MIX5,000 LB FOOTINGSTRENGTH MIXPROOFING1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.8'-4" WALLS - (1) 2x6 TOP PLATE SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION8'-4" WALLS - (1) 2x6 TOP PLATE SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONGLUED AND NAILEDGLUED AND NAILED1/2" EXTERIORSHEATHINGFLUSH WITHCONCRETE18" FLOOR TRUSSES18" FLOOR TRUSSESFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTED8'-4" WALLS - (1) 2x6 TOP PLATE WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OF8" THICK CONC. WALLSPROOFING2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVES8'-4" WALLS - (1) 2x6 TOP PLATE WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OF8" THICK CONC. WALLSPROOFING2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESCOUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC6276701NOVEMBER 7, 20232DECEMBER 6, 2023 S1FRAMING DETAILGARAGE FRONT PORTAL FRAME31'-712"±18'-3"±10'-938"±LENGTH OF CONTINUOUS HEADERFASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x4/2x6 BEARING STUD & (1) 2x4/2x6FULL HEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x4/2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x4/2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOW58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL 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 & TOPLATES / BLOCKING @ 3" O.C.)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSCONTINUOUS LVL HEADER TO SUPPORTVERTICAL LOADS BY SUPPLIER(MIN. 312" WIDTH & MIN.1114" DEPTH REQ'D)NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.1'-712"±SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)9'-3" AT SIM.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODESCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x4/2x6 STUDS SPACED BY SUPPLIER NOT TO EXCEED 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.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. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.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 PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.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"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY THE SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE ENTRY PORCH AND DECK ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL PORTIONS OF THESTRUCTURE AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODEREQUIRED UPLIFT CONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.COPYRIGHT HANSON GROUP, LLC 2023©DescriptionDateRevisionDecember 27, 2023Project Number:Date:3.603S11Sheets: of1Youngfield Homes, Inc.22260 Dodd BoulevardLakeville, MN 55044Ortega Residence18858 Javelin PathLakeville, MNPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Print Name:Signed: License Number:Ryan Mack1-5-2446673Date: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.5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAIL(5-FT)(5-FT) (3.5-FT)(4-FT) (4-FT)(6-FT)(4-FT) ONE-SIDED (4-FT)(4-FT)(4-FT)(3.25-FT)(3.25-FT)(2.75-FT)(2.75-FT)(3-FT)(3-FT)(2.5-FT)(2.5-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(6-FT)(5-FT)(5-FT)PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANCONSTRUCTPORTAL FRAME ASSHOWN IN 3/S1 SIM.CONSTRUCTPORTAL FRAMEAS SHOWN IN 3/S1(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINE(4-FT)(4-FT) (4-FT) BRACED WALL LINEINDICATES 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) BRACED WALL LINE (4-FT)(4-FT)(4-FT)Plan Changes1-5-241 Main Level Member Name Results Current Solution Comments Bedroom #2 Window Rear Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Dining Room Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Great Room Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Primary Bedroom Window Rear Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Primary Bedroom WIC Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Front Entry Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stairs Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 18' Garage Door Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL 9' Garage Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Lower Level Member Name Results Current Solution Comments Drop Hallway (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Window Left Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Window Right Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #3 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 18858 Javelin Path, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies(952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN12/17/23; #31084 Page 1 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2905 @ 6' 4 1/2"5738 (3.00")Passed (51%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2410 @ 1' 1/4"4308 Passed (56%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4585 @ 3' 1 3/16"5919 Passed (77%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.048 @ 3' 2 9/16"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.079 @ 3' 2 1/2"0.313 Passed (L/952)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1042 1571 2613 None 2 - Trimmer - SPF 3.00"3.00"1.52"1132 1772 2905 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 -- 1 - Tapered (PLF)0 to 2'N/A 63.5 to 91.7 104.8 to 151.2 Generated from Loading Assistant 2 - Uniform (PLF)3' to 6' 6"N/A 318.2 525.0 Generated fromLoading Assistant 3 - Point (lb)2'N/A 836 1250 Generated fromLoading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bedroom #2 Window Rear 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 2 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2673 @ 2' 9"3825 (3.00")Passed (70%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)654 @ 1' 10 1/4"2872 Passed (23%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-701 @ 2' 9"3946 Passed (18%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.002 @ 9' 9 1/4"0.092 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.002 @ 9' 9 9/16"0.138 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"332 606 938 None 2 - Trimmer - SPF 3.00"3.00"2.10"965 1708 2673 None 3 - Trimmer - SPF 3.00"3.00"1.79"784 1495 2279 None 4 - Trimmer - SPF 3.00"3.00"2.10"965 1708 2673 None 5 - Trimmer - SPF 1.50"1.50"1.50"332 606 938 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' o/c Bottom Edge (Lu)11' o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11'N/A 7.0 -- 1 - Uniform (PSF)0 to 11'15'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 3 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4811 @ 4' 3"5738 (3.00")Passed (84%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1677 @ 3' 4 1/4"4308 Passed (39%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1902 @ 4' 3"5919 Passed (32%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.007 @ 2' 3/16"0.142 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.011 @ 2'0.213 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"630 1138 1768 None 2 - Trimmer - SPF 3.00"3.00"2.52"1732 3079 4811 None 3 - Trimmer - SPF 3.00"3.00"2.52"1732 3079 4811 None 4 - Trimmer - SPF 1.50"1.50"1.50"630 1138 1768 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 9" o/c Bottom Edge (Lu)12' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 9"N/A 10.6 -- 1 - Uniform (PSF)0 to 12' 9"18'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 4 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7904 @ 3' 3"11419 (3.00")Passed (69%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)3716 @ 4' 2"11854 Passed (31%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-3047 @ 7' 6"17977 Passed (17%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.017 @ 5' 3 13/16"0.142 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.026 @ 5' 3 11/16"0.213 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"438 975 1414 None 2 - Trimmer - SPF 3.00"3.00"2.08"2879 5025 7904 None 3 - Trimmer - SPF 3.00"3.00"1.94"2807 4592 7398 None 4 - Trimmer - SPF 1.50"1.50"1.50"823 1421 2243 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 9" o/c Bottom Edge (Lu)10' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 9"N/A 15.6 -- 1 - Uniform (PSF)0 to 4' 8"23'20.0 35.0 Snow - Main 2 - Point (lb)4' 8"N/A 1090 1905 Girder Truss 3 - Tapered (PLF)9' 9" to 10' 9"N/A 91.7 to 77.6 151.2 to 128.0 Generated from Loading Assistant 4 - Uniform (PLF)4' 8" to 8' 9"N/A 509.1 840.0 Generated fromLoading Assistant 5 - Point (lb)9' 9"N/A 1378 2116 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Primary Bedroom Window Rear 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 5 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3356 @ 4' 3"3806 (1.50")Passed (88%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3151 @ 3' 4"7902 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4022 @ 3'11985 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.030 @ 2' 2 5/16"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.049 @ 2' 2 5/16"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1222 1933 3155 None 2 - Trimmer - SPF 1.50"1.50"1.50"1322 2034 3356 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 3" o/c Bottom Edge (Lu)4' 3" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 10.4 -- 1 - Tapered (PLF)3' to 4' 3"N/A 91.7 to 74.1 151.2 to 122.2 Generated fromLoading Assistant 2 - Uniform (PLF)0 to 2'N/A 509.1 840.0 Generated fromLoading Assistant 3 - Point (lb)3'N/A 1378 2116 Generated fromLoading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Primary Bedroom WIC Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 6 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2534 @ 1 1/2"3825 (3.00")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1123 @ 1' 1/4"2872 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2017 @ 1' 10"3946 Passed (51%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 1' 10"0.114 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.015 @ 1' 10"0.171 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.99"930 1604 2534 None 2 - Trimmer - SPF 3.00"3.00"1.99"930 1604 2534 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 8" o/c Bottom Edge (Lu)3' 8" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 8"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 8"25'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Entry Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 7 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3810 @ 1 1/2"5738 (3.00")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2396 @ 1' 1/4"4308 Passed (56%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4774 @ 2' 9"5919 Passed (81%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.036 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.057 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.99"1404 2406 3810 None 2 - Trimmer - SPF 3.00"3.00"1.99"1404 2406 3810 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 5' 6"25'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Stairs Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 8 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3650 @ 1 1/2"7613 (3.00")Passed (48%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3098 @ 1' 5"10707 Passed (29%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)16654 @ 9' 4 1/2"27897 Passed (60%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.306 @ 9' 4 1/2"0.617 Passed (L/726)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.680 @ 9' 4 1/2"0.925 Passed (L/326)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"2009 1641 3650 None 2 - Trimmer - SPF 3.00"3.00"1.50"2009 1641 3650 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 2" o/c Bottom Edge (Lu)18' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 9"N/A 14.3 -- 1 - Uniform (PLF)0 to 18' 9"N/A 160.0 105.0 Snow - Gable 2 - Uniform (PSF)0 to 18' 9"2'20.0 35.0 Snow - Garage Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 18' Garage Door 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 9 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1879 @ 1 1/2"7613 (3.00")Passed (25%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1477 @ 1' 1/2"7902 Passed (19%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4348 @ 4' 10 1/2"11985 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.092 @ 4' 10 1/2"0.317 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.202 @ 4' 10 1/2"0.475 Passed (L/565)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1026 853 1879 None 2 - Trimmer - SPF 3.00"3.00"1.50"1026 853 1879 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 9" o/c Bottom Edge (Lu)9' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 9"N/A 10.4 -- 1 - Uniform (PLF)0 to 9' 9"N/A 160.0 105.0 Snow - Gable 2 - Uniform (PSF)0 to 9' 9"2'20.0 35.0 Snow - Garage Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 9' Garage Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 10 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3158 @ 4' 1"3806 (1.50")Passed (83%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1699 @ 3' 2"6872 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3137 @ 2' 15/16"10422 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.028 @ 2' 7/16"0.136 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.038 @ 2' 7/16"0.204 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"839 2181 3020 None 2 - Trimmer - SPF 1.50"1.50"1.50"877 2281 3158 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 1" o/c Bottom Edge (Lu)4' 1" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 1"N/A 10.4 -- 1 - Uniform (PSF)0 to 2' 4"26' 3"15.0 40.0 Floor - Main 2 - Uniform (PSF)2' 4" to 4' 1"28' 9"15.0 40.0 Floor - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Drop Hallway (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 11 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4681 @ 5' 4 1/2"7613 (3.00")Passed (61%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3165 @ 4' 5 1/2"7902 Passed (40%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)6448 @ 3' 2"11985 Passed (54%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.056 @ 3' 2"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.101 @ 3' 2"0.262 Passed (L/622)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1429 1436 989 3248 None 2 - Trimmer - SPF 3.00"3.00"1.84"2047 1504 2008 4681 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 3 - Point (lb)3' 2"N/A 1132 -1772 Linked from:Bedroom #2Window Rear,Support 2 4 - Uniform (PSF)3' 2" to 5' 6"15'20.0 -35.0 Snow - Main 5 - Uniform (PSF)4' 6" to 5' 6"2'10.0 40.0 -Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #5 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 12 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4982 @ 1 1/2"7613 (3.00")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3935 @ 1' 1/2"7902 Passed (50%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)6156 @ 3' 3/4"11985 Passed (51%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.066 @ 2' 9 1/4"0.175 Passed (L/960)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.109 @ 2' 9 5/16"0.262 Passed (L/580)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.96"1957 2310 1724 4982 None 2 - Trimmer - SPF 3.00"3.00"1.85"1857 2310 1479 4699 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 3 - Point (lb)1' 1"N/A 784 -1495 Linked from: DiningRoom Window,Support 3 4 - Point (lb)3' 10"N/A 965 -1708 Linked from: DiningRoom Window,Support 4 5 - Uniform (PSF)0 to 5' 6"8'10.0 40.0 -Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Window Left 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 13 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6376 @ 1 1/2"7613 (3.00")Passed (84%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5779 @ 1' 1/2"7902 Passed (73%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)11375 @ 4' 15/16"11985 Passed (95%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.221 @ 4'0.258 Passed (L/421)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.391 @ 4'0.387 Passed (L/238)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.51"2782 1680 3112 6376 None 2 - Trimmer - SPF 3.00"3.00"2.48"2745 1680 3046 6289 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 11" o/c Bottom Edge (Lu)8' o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 ---- 1 - Uniform (PSF)0 to 8'10' 6"15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main 3 - Point (lb)1' 10"N/A 1732 -3079 Linked from: GreatRoom Window,Support 2 4 - Point (lb)6' 1"N/A 1732 -3079 Linked from: GreatRoom Window,Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer isresponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Window Right 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 14 / 15 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8662 @ 3"11419 (4.50")Passed (76%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4571 @ 1' 2"7902 Passed (58%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5432 @ 2' 9 13/16"11985 Passed (45%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.057 @ 2' 10 3/8"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.101 @ 2' 10 7/16"0.262 Passed (L/621)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 4.50"4.50"3.41"3678 1380 4984 8662 None 2 - Trimmer - SPF 4.50"4.50"3.25"3620 1380 4633 8253 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 9" o/c Bottom Edge (Lu)5' 9" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 9"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 9"12'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 9"N/A 90.0 --Wall - Main 3 - Point (lb)9"N/A 2879 -5025 Linked from:Primary BedroomWindow Rear,Support 2 4 - Point (lb)5'N/A 2807 -4592 Linked from:Primary BedroomWindow Rear, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantiesrelated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured atWeyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer towww.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 12/6/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #3 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/18/2023 1:44:19 AM UTCJeffrey DotyArrow, Lampert, & Lyman Companies (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18858 Javelin Path, Lakeville, MN Youngfield - Rockingham B18858 Javelin Path, Lakeville, MN 12/17/23; #31084 Page 15 / 15 2-2x10 FlushHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2 Trimmers2-9 1/2" LSL2-9 1/2" LSL2-9 1/2" LSL w/3 Trimmers 4-2x63-2x62-2x6Cont.3-2x10Delete beamX X X X X2-2x10 w/2 Trimmers2-2x102-2x102-2x10 Cont.2-14" LVLHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** 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:1-1-24 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, 2024. 2024 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 S15 COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 150 4.001 January 1, 2024 S0 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416 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 2024© City: ofSheet: Drawing Date: Project Number: 151 4.001 January 1, 2024 S1 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416 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 AND FROST 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" OFCENTERLINE. 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 INACCORDANCE 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. 20.THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOIL PRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGN FOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW AND CONSENT OF THE HANSON GROUP. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 152 4.001 January 1, 2024 S2 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 2 1 $ Q Z 5 J C M Q R G G / 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 2024© City: ofSheet: Drawing Date: Project Number: 153 4.001 January 1, 2024 S3 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 154 4.001 January 1, 2024 S4 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com & T G Y U % Q P E T G V G + P E 21$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 2024© City: ofSheet: Drawing Date: Project Number: 155 4.001 January 1, 2024 S5 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4 x 5'-0" HOOKS @ 24" O.C. EMBEDDED IN FOUNDATION WALL & CAST INTO SLAB (MAY REDUCE 2'-0" LEG LENGTH & DRILL IN & EPOXY 8" MIN. INTO FOUNDATION WALL) 3'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT)2'-0" COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 156 4.001 January 1, 2024 S6 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 2024© City: ofSheet: Drawing Date: Project Number: 157 4.001 January 1, 2024 S7 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40)8'-0" OR LESS9'-0" MAX.10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 158 4.001 January 1, 2024 S8 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 2024© City: ofSheet: Drawing Date: Project Number: 159 4.001 January 1, 2024 S9 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 2 1 $ Q Z 5 J C M Q R G G / 0 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 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 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 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1510 4.001 January 1, 2024 S10 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com & T G Y U % Q P E T G V G + P E 21$QZ 5JCMQRGG/0 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1511 4.001 January 1, 2024 S11 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 2024© City: ofSheet: Drawing Date: Project Number: 1512 4.001 January 1, 2024 S12 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com & T G Y U % Q P E T G V G + P E 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1513 4.001 January 1, 2024 S13 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10'-0" MAX3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB1'-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 2024© City: ofSheet: Drawing Date: Project Number: 1514 4.001 January 1, 2024 S14 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRAD E L I N E 9'-4" MAX.6'-0" MAX.4'-0" MAX.SEE BASEMENT WALL DETAILSEE LOOKOUT WALL DETAILSIM.CONSTRUCT SIM. LOOKOUT WALLw/ MIN. (2) #4 HORIZ. BARS3 MIN. 1 S7S5S5SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1515 4.001 January 1, 2024 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Site address Date 12/14/2023 Contractor Silver Tree Plumbing & Heating, LLC By Jake Ryan Section A Square feet (Conditioned area inc. 4303 TOTAL VENTILATION 192 basement – finished or unfinished)CONTINUOUS VENTILATION 96 Number of bedrooms 6 # of BEDROOMS 1 2 3 4 5 6 Total/ Total/ Total/ Total/ Total/ Total/ continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/;83 180/90 195/98 210/105 225/113 Equation R403.5.2 2015 Mn Energy Code (0.02 x conditioned space) + (15 X (# of bedrooms + 1))= TOTAL VENTILATION RATE Sq Ft 4303 0.02 86.06 Bedrooms 6 15 90 Plus 1 bedroom 15 TOTAL VENT 191.06 CFM Section B Low cfm: High cfm: 96 192 Section D Control Set at 40%96 CFM HIGH set at 80%192 CFM ☒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%. Ventilation Controls (Describe operation and control of the continuous ventilation) (BALANCED) Table R403.5.2 2015 Minnesota Energy Code Total and Continuous Ventilation Rates (in cfm) Conditioned space (in sq. ft.) 2015 Mechanical & Energy Code – Ventilation, Makeup, and Combustion Air Calculations Ventilation Method 18858 Javelin Path, Lakeville Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5..2, 2015 Minnesota Energy Code) Page 1 of 5 One or multiple power vent or direct vent appliances or no combustion appliances One or multiple fan- assisted appliances and power vent or direct vent appliances One atmospherically vented gas or oil appliance or one solid fuel appliance Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column A Column B Column C Column D 1.Enter the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) 4303 Estimated House Infiltration (cfm): [1a x 1b]645.45 2. Exhaust Capacity ERV/HRV=0 a) clothes dryer (cfm)135 135 135 135 b) 80% of largest exhaust rating (cfm); (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) 240 c) 80% of next largest exhaust rating (cfm); NA (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm);375 [2a + 2b +2c] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above)375 b) estimated house infiltration (from above)645.45 Makeup Air Quantity (cfm); [3a – 3b]-270.45 (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 Not required, negative number 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.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. (Additional makeup air will be required for combustion appliances, see KAIR method for calculations) Be advised: 2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of exhausting in excess of 400 cfm shall be provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. Directions - In order to determine the makeup air for ventilation, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if kitchen hoods exceed 300 cfm, 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. The ventilation make-up air supply must communicate with the exhaust appliances. Table 501.4.1, 2015 Minnesota Mechanical Code PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS Page 2 of 5 Section E Passive (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Powered (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Interlocked with exhaust device (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Other, describe: Location of duct or system ventilation make-up air: (Determined from make-up air opening table, Table 501.4.2.) NR -270.45 Not Required Makeup Air Opening Table for New and Existing Dwelling Table 501.4.2, 2015 Minnesota Mechanical Code One or multiple power vent, direct vent appliances, or no combustion appliances One or multiple fan- assisted appliances and power vent or direct vent appliances One atmospherically vented gas or oil appliance or one solid fuel appliance Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column A Column B Column C Column D Duct diameter 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 air >679 >419 >290 >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. Sections F X Size and type FLEX= 0 RIGID= 0 Other, describe: Make-up air for VENTILATION Size and type (round, rectangular, flex or rigid) 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 (KAIR). For new construction, 4b of step 4 is required to be filled out. The example assumes a typical 3,000 square foot home with a finished basement that has a mechanical room that is 10 feet wide by 12 feet long with an 8 foot ceiling. It also assumes installation of a 70,000 btu, 2 pipe condensing furnace; and a 40,000 Btu, power vented water heater. Make-up air for COMBUSTION Passive (see IFGC Appendix E, Worksheet E-1) 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. Not required per mechanical code (No atmospheric or power vented appliances) Page 3 of 5 Furnace/Boiler: Water Heater: INPUT in BTUHS:0 CAS VOLUME:1944 Mech Room Length:12 Mech Room Width:18 Mech Room Height:9 Cubic feet INPUT (BTUH/HOUR)= TRV (ft3)= INPUT (BTUH/HOUR)=0 RVFA (Ft3)=3000 INPUT (BTUH/HOUR)=0 RVNFA (Ft3)=NONE RVFA:3000 RVNFA (Ft3)=0 3000 Ft3 RATIO=1944 DIVIDED BY 3000 EQUALS:0.65 RF = 1 minus Ratio Ratio RF=1 MINUS 0.65 EQUALS:0.35 INPUT (BTUH/HOUR)=0 CAOA=0 divided by 3000 EQUALS:0.00 BTUH/HR per in2 MIN CAOA=0.00 X 0.35 0.00 Square Inches CAOD= 1.13 X Square root Minimum CAOA=0.00 inches1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304 Minimum CAOA = CAOA multiplied by RF Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA 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) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 Step 8: Calculate Minimum CAOA. 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) Step 6: Calculate Reduction Factor (RF). (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) Total Btu/hr input of all non-fan-assisted appliances Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) Total Required Volume (TRV) = RVFA + RVNFA IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method Total Btu/hr input of all fan-assisted and power vent appliances Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method 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. 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). 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 __ Draft Hood (Non- fan assist) __ Fan Assisted & Power Vent __ Direct Vent _X_Electric Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required Volume (TRV) Step 1: Complete vented combustion appliance information. __ Draft Hood __ Fan Assisted __-Direct Vent XX FURNACE IS SEALED COMBUSTION (for Furnace, Boiler, and/or Water Heater in the Same Space) Page 4 of 5 Input Rating (Btu/hr) 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 1. The 1994 date refers to dwelling constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is .20 air changes per hour (ACH). 2. This section of the table is to be used for dwelling constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Although this worksheet, IFGC Appendix E, Worksheet E-1 and the following worksheet, IFGC Appendix E, Table E-1, is referenced in the 2015 Minnesota Fuel Gas Code, these worksheets were not included in the published copy. IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted Non-Fan Assisted Page 5 of 5 TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 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 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA =in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. 18858 Javelin Path, Lakeville HVAC Load Calculations for Country Joe Homes 22260 Dodd Blvd Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Thursday, December 14, 2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18858 Javelin Path, Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:18858 Javelin Path, Lakeville Designed By:Jake Ryan Project Date:12/14/2023 Project Comment:Rockingham - Lookout Client Name:Country Joe Homes Client Address:22260 Dodd Blvd Client City:Lakeville, MN 55044 Client Phone:(952) 469-4066 Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, MN 55120 Company Phone:651-900-7053 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces West 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 73 50%50%72 42 Check Figures Total Building Supply CFM:1,204 CFM Per Square ft.:0.280 Square ft. of Room Area:4,303 Square ft. Per Ton:1,521 Volume (ft³):38,727 Building Loads Total Heating Required Including Ventilation Air:55,608 Btuh 55.608 MBH Total Sensible Gain:26,785 Btuh 79 % Total Latent Gain:7,159 Btuh 21 % Total Cooling Required Including Ventilation Air:33,944 Btuh 2.83 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 2.50, 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. F:\ ...\18858 Javelin Path, Lakeville - Heat Calc.rh9 Thursday, December 14, 2023, 11:17 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18858 Javelin Path, Lakeville Eagan, MN 55121 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Min Htg CFM Min Clg CFM Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.83 1,521 4,303 26,785 7,159 33,944 55,608 656 1,204 656 1,204 1,204 System 1 Main Floor Yes 2.83 1,521 4,303 26,785 7,159 33,944 55,608 656 1,204 656 1,204 1,204 12x17 Ventilation 1,082 5,276 6,358 6,596 192 192 192 Humidification 7,326 Zone 1 4,303 25,703 1,883 27,586 41,686 656 1,204 656 1,204 1,204 12x17 1-Basement 2,152 4,163 0 4,163 17,335 273 195 273 195 195 2--6 2-Main Level 2,152 21,540 1,883 23,423 24,351 383 1,009 383 1,009 1,009 9--6 F:\ ...\18858 Javelin Path, Lakeville - Heat Calc.rh9 Thursday, December 14, 2023, 11:17 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18858 Javelin Path, Lakeville Eagan, MN 55121 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size Reg Size System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 496.7 273 195 195 2--6 2-Main Level Built-In 450 750 0.01 0.1 571.1 383 1,009 1,009 9--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 850 656 1,204 1,204 12x17 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:656 Cooling Flow:1204 F:\ ...\18858 Javelin Path, Lakeville - Heat Calc.rh9 Thursday, December 14, 2023, 11:17 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18858 Javelin Path, Lakeville Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Anderson 100: Glazing-Anderson 100, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.27, SHGC 0.28 474.5 11,145 0 13,222 13,222 11D: Door-Wood - Solid Core, U-value 0.39 20 679 0 211 211 11J: Door-Metal - Fiberglass Core, U-value 0.6 17.8 928 0 288 288 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 2111.7 11,940 0 2,235 2,235 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054, above grade U-value 0.083 241.5 1,135 0 0 0 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05, above grade U-value 0.083 1449 6,761 0 164 164 15B0-4sf-4: Wall-Basement, , R-4 board insulation to floor, no interior finish, 4' floor depth, U-value 0.09, above grade U-value 0.165 14 110 0 0 0 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM, U-value 0.05 345 1,500 0 354 354 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R49 Attic, U-value 0.02 2151.5 3,744 0 3,055 3,055 21A-32: 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 32' wide, U-value 0.02 2151.5 3,744 0 0 0 Subtotals for structure:41,686 0 19,529 19,529 People:6 1,200 1,380 2,580 Equipment:683 3,430 4,113 Lighting:400 1,364 1,364 Ductwork:0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 192, Summer CFM: 192 6,596 5,276 1,082 6,358 Humidification (Winter) 19.98 gal/day :7,326 0 0 0 Total Building Load Totals:55,608 7,159 26,785 33,944 Check Figures Total Building Supply CFM:1,204 CFM Per Square ft.:0.280 Square ft. of Room Area:4,303 Square ft. Per Ton:1,521 Volume (ft³):38,727 Building Loads Total Heating Required Including Ventilation Air:55,608 Btuh 55.608 MBH Total Sensible Gain:26,785 Btuh 79 % Total Latent Gain:7,159 Btuh 21 % Total Cooling Required Including Ventilation Air:33,944 Btuh 2.83 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 2.50, 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. F:\ ...\18858 Javelin Path, Lakeville - Heat Calc.rh9 Thursday, December 14, 2023, 11:17 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18858 Javelin Path, Lakeville Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 1 Basement 195 191 166 205 *209 172 128 172 2--6 2 Main Level 1,009 955 831 1,047 *1,117 938 737 915 9--7 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°West 1,204 26,785 *7,159 2.83 45°Northwest 1,146 25,545 7,159 2.73 90°North 997 22,354 7,159 2.46 135°Northeast 1,252 27,812 7,159 2.91 180°East *1,326 *29,395 7,159 *3.05 225°Southeast 1,110 24,774 7,159 2.66 270°South 866 19,557 7,159 2.23 315°Southwest 1,087 24,275 7,159 2.62 * Indicates highest value of all rotations. 2.2 2.4 2.6 2.8 3.0 West Northwest North Northeast East Southeast South SouthwestCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\18858 Javelin Path, Lakeville - Heat Calc.rh9 Thursday, December 14, 2023, 11:17 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18858 Javelin Path, Lakeville Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 24,000 25,000 26,000 27,000 28,000 29,000 30,000 31,000 32,000 33,000 34,000 35,000 36,000 37,000 38,000 39,000 40,000 41,000 42,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pmBuilding Net Gain, BtuhTime of Day Building Rotation Hourly Net Gain Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast Front door faces South Front door faces Southwest F:\ ...\18858 Javelin Path, Lakeville - Heat Calc.rh9 Thursday, December 14, 2023, 11:17 AM Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load 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): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is required for “Construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,” (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. “Permittees must ensure a trained person will 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 ½ inch in 24 hours,” (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. 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. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ 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 I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 952-215-6391 rjarvi@countryjoehomes.com Rob Jarvi Youngfield Homes Rob Jarvi Youngfield Homes 952-215-6391 rjarvi@countryjoehomes.com University of Minnesota 05/31/24 Steve Sauber 18858 Javelin Path 01/08/23 1/8/24 X PM