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HomeMy WebLinkAboutLA209240-18835 Ivorra Ave 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 FLOORTOTAL3,461 SF1,859 SF991 SF-GARAGEBASEMENTFLOOR AREAFINISHED-1,602 SF734 SF257 SFUNFINISHED200 AMP SERVICEFINISHED BASEMENTGARAGE RIGHTSIDEWALK96 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,728 SF719 SFPRESERVE OF LAKEVILLELOT 14, BLOCK 2 18835 IVORRA AVENUEBARBARA KUPER2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, MN 55044HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0" F5'-0"G9'-6"NOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER7'-3-3/8"2018 BUILDING CODE2020 ENERGY CODEREAR PORCH196 SFFRAMERS - 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"TILELINE OF MANTLE6"11'-118"2'-6"BUILT-INBUILT-INBUILT INSBUILT INSBOLT 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 STEPS1 RISERA-0COVER SHEETROCKINGHAM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM Dave.Zweber@DavidCharlezDesigns.com ORIGINAL DESIGN WORK BY:SECTION @ PORCH STOOPSCALE: 1-1/2" = 1'-0"A-0109-07-2022OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223MAKE ROOM FOR WIDER TRIMDECEMBER 6, 20224DECEMBER 14, 20225DECEMBER 28, 20226Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/04/2023dmathews FRONT ELEVATION "B"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 BOARDS8'-0"1'-6"1'-6"128HARDIE BOARD & BATTENHARDIE LAPHARDIE 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 LAPSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES)CONCRETE PORCH16'-0"8'-0"8'-0"GARAGE DROPPEDFRONT WALL OF 1 RISER (0'-8")BOARD & BATTEN6" FRIEZE BOARD3"8"1'-0"2'-0"8"8"8"1'-0"12101'-6"1'-6"1'-6"RECESSED STEPCONCRETE PORCH8"A-1B09-07-2022FRONT ELEVATIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM 9'-0" TALL FND WALLS OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224DECEMBER 14, 20225DECEMBER 28, 20226 1281210128TOP OF FTGEL.100'-0"TOP OF PLATEEL.119'-9 3/8"1'-6"1'-6"1'-6"10:12SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPERICE DAM EAVESEL.104'-4"TOP OF FTG.MAINTAIN A MIN. CL. OF 6" FROMGRADE TO B.O. SIDING, TYP.RIGHT ELEVATIONSCALE: 1/8" = 1'-0"2A-2LEFT ELEVATIONSCALE: 1/8" = 1'-0"3A-210:128:1210:1210:1210:1210:12TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.108'-4"1ST FLOOREL.110'-8 1/4"TOP OF PLATEEL.119'-9 3/8"SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPERICE DAM EAVESSHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPERICE DAM EAVESROOF PLANSCALE: 1/8" = 1'-0"4A-26'-0"EXTEND GARAGE WALLTO BOTTOM OF ENTRYSOFFITREAR ELEVATIONSCALE: 1/8" = 1'-0"1A-213 ROOF VENTSROOFVENTS(10)ROOFVENTS(2)(10)(2)(1)PORCH MUST BESOLID MATERIALTOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8-1/4"TOP OF PLATEEL.119'-9-3/8"GAS F.P.VENTA-2ELEVATIONSROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM ELEVATION "B" 9'-0" TALL FND WALLS09-07-2022OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224DECEMBER 14, 20225DECEMBER 28, 20226 T.O. 6" CURBT.O. 8" WALL30"A-31BASEMENT PLANSCALE: 1/4" = 1'-0"T.O. SLABUnexcavated4" CONC. SLABVARIESSLOPE SLAB FOR DRAINAGE T.O. 6" CURBEL. 110'-6"EL. 105'-0"T.O. FTG.T.O. FTG.EL. 100'-0"2" BRICK LEDGE FORCONCRETE STOOP @ 108'-4"650 SFEL. 104'-4"EL. 104'-4"T.O. FTG.EL. 107'-8"T.O. 8" WALLEL. 108'-4"T.O. 6" CURBEL. 105'-0"T.O. FTG.EL. 110'-6"T.O. 6" CURBEL. 107'-8"EL. 108'-4"T.O. FTG.EL. 109'-0"T.O. 6" CURBROOM SIZESBEDROOM #2MECH. ROOMHALLWAY / W.I.C.STAIRFAMILY ROOMBEDROOM #3BATHTOTAL284 SF116 SF179 SF116 SF290 SF83 SF1,859 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D8"7'-3-3/8"T.O. 8" WALLEL. 110'-6"T.O. FTG.EL. 96'-4"(3) 2x1060x42 SLIDERD(2) 9-1/2" LSL60x42 SLIDER28"BathC.T.39 SF (FLR)28"30"30"30"30"FURN.WATERHEATER28"Bedroom #3CARPETBedroom #2CARPETFamily RoomCARPET16'-0"LOOKOUT BASEMENT5'-0"6'-0"5'-0"12'-114"15'-3"LOOKOUT BASEMENT16'-0"FULL BASEMENT10'-6" TALL WALL0'-10" THICK14'-0"FULL BASEMENT10'-0" TALL WALL0'-10" THICK65'-0"4'-0"4'-0"13'-5"10'-814"13'-7"31'-734"WALKOUT BASEMENT 4'-0"MechanicalRoom4" CONC. SLAB116 SF11'-103 4"3'-2"ROD & SHELVESROD & SHELVES 4'-93 4" 2'-83 4"16'-0"14'-91116" 14'-0"Unexcavated4" CONC. SLAB24'-114"19'-1034" SEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C. 37° 6'-3"5'-1034"5'-0"4'-312"6'-0"x 6'-11" PATIO(2) 2x10 SEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C. 11'-43 4" 32'-0"9'-0"11'-0"4'-0"6'-6"15'-0"1'-412"1'-412"16'-3"1'-412"8'-3"1'-412"19'-0"11'-0"20'-0"65'-0"6'-0"10'-012"4'-714"4'-714"9'-814"4'-412"4'-412"5'-01 2"4'-3"W.I.C.CARPETHallCARPETT.O. 6" WALLT.O. FTG.EL. 96'-6"EL. 100'-4"T.O. 8" WALLEL. 103'-6"T.O. FTG.EL. 96'-4"(2) 2x10 CONTINUOS54x60 FIX 2-2x630x60 A30x60 W.I.C.CARPETW.I.C.CARPET2" BRICK LEDGE FOR107'-8"2'-0" 10'-0"6'-0"9'-714"4'-1112"6'-1114"3'-734"6'-334"2-2x6 2" BRICK LEDGE FOR107'-8"12'-0"8'-0"(3) 16" LVL - FLUSH(2) 2x10 FLUSHT.O. SLABEL. 100'-4"9'-0" TALL FOUNDATION WALLCONCRETE FOOTINGS8" x 20" - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX2'-0"VOIDDRAINFLOORCDSFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDFLOOR TRUSS TO BE FIRESTOPPED - 5/8" SHEETROCKONE SIDE OF FLOOR TRUSS(1000 SF MAX.)2'-0"VOIDSSS56" VANITY5'-358"Unexcavated48x34C.T. WALLSFIB. BASE2'-0"NO DRAINTILE AT WALKOUT WALL ONLY46'-0"32"SUMPSEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C.StorageRoom4" CONC. SLAB141 SF3'-214"6'-6"9'-734"2'-13 4" 2'-334"4-2x613'-234"934"4'-434"7'-812"6'-1034"4'-6"2'-0"STORAGE ROOM141 SF(2) 2x1036x24 FIX.2'-11"2'-1"(2) 2x1036x24 FIX.2'-1"2'-11"2'-234"WD24" WINEFRIDGE8'-0"4'-4"4'-414"LOOKOUT 8'-0"LOOKOUT44'-0" 8"T.O. 8" CONC.EL. 110'-0"T.O. FTG.EL. 105'-0"10"1A-3DTLT.O. 10" CONC.T.O. FTG.EL. 110'-6"EL. 100'-0"1A-3DTL10"8'-0"8'-0"3'-9"T.O. 8" CONC.EL. 103-6"T.O. 8" CONC.EL. 109'-0"T.O. 6" CURBEL. 110'-6"T.O. 8" WALLEL. 109'-0"66-1/2" M.O. T.O. 10" CONC.EL. 110'-6"EL. 110'-4"T.O. 8" WALLT.O. 8" CONC.EL. 103-6"DDDT.O. 8" WALLEL. 109'-0"APPROX. LOCATIONOF ELEC PANELPROVIDE UFERGROUNDING ROD2'-6"GARAGE DROPPEDFRONT WALL OF 1 RISER (0'-8")(2) 9-1/2 LSL - FLUSH4- 2 x 6 A-3BASEMENT PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOMWALKOUT9'-0" TALL FND WALLS09-07-2022OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224DECEMBER 14, 20225DECEMBER 28, 20226BWPsAboveFANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.Soils Engineer required to verify soils afterfooting excavation, including compactiontesting to verify 2000 psf minimum in northernarea of home off the corrected pad. 18" FLOOR TRUSS3/4" SUB-FLOOR10" CONC. WALL2" FOAMT.O. 10" WALL 110'-6"PATIO FLUSH3" TOP CHORDA-3BASEMENT PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOMDTL 9'-0" TALL FND WALLS09-07-2022OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223SCALE: 3/8" = 1'-0"10'-6" WALL SECTION DETAILA-31DECEMBER 6, 20224DECEMBER 14, 20225DECEMBER 28, 20226 Stairs4'-618"10" 3"GreatRoomCARPET11'-1-1/8"MASTERBedroomCARPET9'-1 1/8"W.I.C.CARPET9'-1 1/8"LaundryVINYL48 SF (FLR)KitchenWOOD9'-1 1/8"DiningWOOD9'-1 1/8"CoveredScreened PorchBathWOOD27 SF (FLR)ConcretePorchGarage4" CONC. SLABEntryWOOD11'-1 1/8"9'-0"8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL2- 2 x 4 2- 2 x 416'x8' O.H. DOOR(2) 1-3/4"x11 7/8" LSL2x6 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'-6"16'-0"1'-6"8'-0"11'-0"19'-0"30'-0"8'-0"8'-0"9'-6"9'-6"8'-0"8'-0"(2) 24x24 FIXED - MULLED (2) 30X60 MULLED36"2'-9"(3) 2x104'-618"3'-412"4'-1038"14'-0"32'-0" 48'-0"14'-0"16'-0"19'-0"16'-0"51'-0"30" 30" 28"28"28"(2) 24x24 FIX MULLED2'-0"9'-1114"4'-0"3'-134"3'-134"8'-10"9'-0"5'-6"5'-6"11'-0"20'-0"65'-0"DR. S.C.32" MTL.StudyCARPET11'-1 1/8"2- 2 x 4 2-2x444'-0"46'-0" 15'-4"4'-103 4"2'-0"10'-6" 4'-91 4"6'-31 2"4'-5" 4'-112"3'-10"2'-6" 4'-112"1'-5"4'-0"3'-912"3'-912"1'-11"6'-312"RAILING(2) 30x66 MULLED(3)24X24 FIX. MULLED ROD & SHELFROD & SHELVES CEILING HEIGHT 5'-10"WOODCARPET1'-6"4'-6"4'-6"4'-3" ROOF TRUSSES @ 24" O.C.5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE2-2X108'-534"(2) 2x10 DN @ 11'-1-1/8" WOOD CARPET(2) 30x24 MULLED2- 2 x 6ART NICHE30x72 S.H.POCKET(2) 2x102- 2 x 6 2- 2 x 648x96 FIX(3) 2x10 - CONTINUOS2- 2 x 6 2'-0"1'-6"12" TRANSOM@ 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"PED.48x60 FIX36x60 S.H.36x60 S.H.(2) 1-3/4" 9-1/2" LSL2-2x 6(+30")6'-0"12'-0"21'-6"3'-13 4"8'-101 4" 4'-0" 4'-0"2'-0"3'-6"5'-6" 1'-63 4" 3'-0"2'-10"ROD & SHELF36" SHEETROCK OPENING 24"5'-634"4'-012"10'-1112"MudRoomC.T.9'-1 1/8"PantryC.T.LOCKERSSAME HEIGHT AS PLATE (9'-1-1/8")(+8") STEP UP CEILING9'-9-1/8")2'-0"HATCHED AREASARE AT 11'-1-1/8"CEILING HEIGHT9'-0" 2-2x6(2) 1-3/4" 9-1/2" LSL(2) 2x109'-412"15'-6"1'-111 4" 9'-1114" 1'-812" 2'-2" 11'-8" TO FACE OF HEADER 4'-1038"10'-0"6'-0"6'-0" 10'-0" 7'-0"7'-0"2'-6"7'-114"11'-1034"4'-0"WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"5'-10" 3"3"3" REVEAL7'-1"PANELACCESSATTIC22x3032"8'-0"EBBGEAACHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0"F5'-0"WDWINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 24" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.REF.6'-0" X 8'-0" PATIO (2) 2x10 2- 2 x 6 30x72 S.H.30x72 S.H.30x72 S.H.48x96 FIX48x96 FIX60x18" TRANSOM9'-1-1/8"9'-1-1/8"RAILINGRAILINGSEE 2-A6 FORDETAILSG9'-6"1'-63 8"4'-0"DW 4'-10"3'-6"TOP SIZE 58x10830"x 93ISLAND22'-0"PANELACCESSATTIC22x30RECESSED STEPS2'-0"5'-7"SLOPE SLAB FLAT 2'-5"11'-11"8'-9"5'-112"TEMP.7'-3-3/8"(2) 2x8 (2) 2x106'-11"3'-3"3'-212"3'-734"MasterBathC.T.105 SF (FLR)SLIDE IN TUB72"x36"(2) 2X1024x24 FIXED(2) 2X10 28"6'-312"8'-7"HALF WALL(+42")VALVE28"3'-312"WALK-IN SHOWER 28"36x72FRAME28-1/2" WIDEDR. S.C.32" MTL.(2) 2x103'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"4x4 POST32" 18'-0"32" CAB.24"24"BUILT-IN BUILT-IN RECYCLECENTERWALLOVENCOMBOW/ CUBBIESDROPZONEGAS COOKTOP W/ VENT HOODA1A-5GARAGE DROPPEDFRONT WALL OF 1 RISER (0'-8")3-2x6 3- 2 x 6 2'-0"FINISHED ROOM SIZESSTUDYPOWDER BATH - WOODGREAT ROOMKIT/DINE/FOYER-WOOD113 SF27 SF275 SF501 SFMASTER BEDROOM257 SFMASTER BATH106 SFPANTRY / MUD ROOM101 SF81 SFMASTER W.I.C.48 SFLAUNDRYA-4FIRST FLOOR PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM09-07-2022OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224DECEMBER 14, 20225DECEMBER 28, 20226SmokeCOSmokeFANFANFAN5555555555PFHPFH GLUED3/4" PLYWOODDECK NAILED AND A-51SCALE: 1/4" = 1'-0"BUILDING SECTIONSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-0" WALLS - (1) 2x6 TOP9'-0"@ 6'-0" O.C.PLATEPRESSURE TREATED 2x6Stair(3) 2x12STAIRSTYP. ALLSTRINGERSGreatRoom1'-6"ELEV. 119'-9-3/8"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'-814"9'-118"18" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONLaundry11'-11 8"Entry9'-118"12102x SOLID BLOCKINGTO OF BLOCKINGFLUSH W/ BOTTOMOF TRUSSA-509-07-2022SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM 9'-0" TALL FND WALLS OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224DECEMBER 14, 20225DECEMBER 28, 20226 12'-814"1289'-21 4"7'-6"3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-0" 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'-21 4"A-61SCALE: 1/4" = 1'-0"BUILDING SECTION9'-0"1'-6"ELEV. 121'-9 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'-81 4"11'-11 8"RAILING36" HIGHWEBS PER MANUF.GreatRoomSTAIRFAMILY ROOMRoom2'-8"4'-0"11'-712"TO RISER5'-10"11'-8"FACE OF HEADER(2) 2x10(1) 2x109'-11 8"A-62SCALE: 1/2" = 1'-0"ART NICHE DETAIL4'-0"ART NICHE11'-118"3'-0"7'-118"1'-0"3'-812"10"612"A-62-26-19SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224DECEMBER 14, 20225DECEMBER 28, 20226 RAISED ROOF @ STUDY & GREAT ROOM 2A-6SCALE: 1/2" = 1'-0"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8 1/4"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING9'-11 8" 3 4"BOISE RIM BOARD1-1/8" OSB RIM BOARD8" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" BRACERITE FOREXTERIOR SHEATHING18" FLOOR TRUSSESBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACETYPICAL UNLESS NOTEDOTHERWISEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHINGASPHALT SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPER(ICE DAM EAVESBUILDING SECTION1A-6SCALE: 1/2" = 1'-0"1'-6" 112"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 121'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8-1/4"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING11'-11 8" 3 4"BOISE RIM BOARD1-1/8" OSB RIM BOARD8" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" BRACERITE FOREXTERIOR SHEATHINGBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACETYPICAL UNLESS NOTEDOTHERWISEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHINGASPHALT SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPER(ICE DAM EAVES1'-6" 112"11' STUD TO BETIMBERSTRAND1/2" ANCHOR BOLTS@ 6'-0" O.C.(8" EMBED.)1/2" ANCHOR BOLTS@ 6'-0" O.C.(8" EMBED.)9'-0" WALLS - (1) 2x6 TOP PLATE 1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-PROOFINGPROOFINGSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION5,000 LB. FOOTINGSTRENGTH MIX3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY18" FLOOR TRUSSES9'-0" WALLS - (1) 2x6 TOP PLATE 1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-PROOFINGPROOFINGSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY(R-20)(R-20)GLUED AND NAILEDGLUED AND NAILEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDA-72-26-19SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224DECEMBER 14, 20225DECEMBER 28, 20226 FIRST FLOORTOTAL3,461 SF1,859 SF991 SF-GARAGEBASEMENTFLOOR AREAFINISHED-1,602 SF734 SF257 SFUNFINISHED200 AMP SERVICEFINISHED BASEMENTGARAGE RIGHTSIDEWALK96 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,728 SF719 SFPRESERVE OF LAKEVILLELOT 14, BLOCK 2 18835 IVORRA AVENUEBARBARA KUPER2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, MN 55044HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0" F5'-0"G9'-6"NOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER7'-3-3/8"2018 BUILDING CODE2020 ENERGY CODEREAR PORCH196 SFFRAMERS - 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"TILELINE OF MANTLE6"11'-118"2'-6"BUILT-INBUILT-INBUILT INSBUILT INSBOLT 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 STEPSA-0COVER SHEETROCKINGHAM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM Dave.Zweber@DavidCharlezDesigns.com ORIGINAL DESIGN WORK BY:SECTION @ PORCH STOOPSCALE: 1-1/2" = 1'-0"A-0109-07-2022OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223MAKE ROOM FOR WIDER TRIMDECEMBER 6, 20224 FRONT ELEVATION "B"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 BOARDS8'-0"1'-6"1'-6"128HARDIE BOARD & BATTENHARDIE LAPHARDIE 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 LAPSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES)CONCRETE PORCH16'-0"8'-0"8'-0"BOARD & BATTEN6" FRIEZE BOARD3"8"1'-0"2'-0"8"8"8"1'-0"12101'-6"1'-6"1'-6"RECESSED STEPCONCRETE PORCH8"A-1B09-07-2022FRONT ELEVATIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM 9'-0" TALL FND WALLS OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224 1281210128TOP OF FTGEL.100'-0"TOP OF PLATEEL.119'-9 3/8"1'-6"1'-6"1'-6"10:12SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPERICE DAM EAVESEL.105'-0"TOP OF FTG.MAINTAIN A MIN. CL. OF 6" FROMGRADE TO B.O. SIDING, TYP.RIGHT ELEVATIONSCALE: 1/8" = 1'-0"2A-2LEFT ELEVATIONSCALE: 1/8" = 1'-0"3A-210:128:1210:1210:1210:1210:12TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"TOP OF PLATEEL.119'-9 3/8"SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPERICE DAM EAVESSHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPERICE DAM EAVESROOF PLANSCALE: 1/8" = 1'-0"4A-26'-0"EXTEND GARAGE WALLTO BOTTOM OF ENTRYSOFFITREAR ELEVATIONSCALE: 1/8" = 1'-0"1A-213 ROOF VENTSROOFVENTS(10)ROOFVENTS(2)(10)(2)(1)PORCH MUST BESOLID MATERIALTOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8-1/4"TOP OF PLATEEL.119'-9-3/8"GAS F.P.VENTA-2ELEVATIONSROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM ELEVATION "B" 9'-0" TALL FND WALLS09-07-2022OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224 T.O. 4" CURBT.O. 8" WALL30"A-31BASEMENT PLANSCALE: 1/4" = 1'-0"T.O. SLABUnexcavated4" CONC. SLABVARIESSLOPE SLAB FOR DRAINAGE T.O. 6" CURBEL. 109-0"EL. 105'-0"T.O. FTG.T.O. FTG.EL. 100'-0"2" BRICK LEDGE FORCONCRETE STOOP @ 108'-4"650 SFEL. 105'-0"EL. 105'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALLEL. 109'-0"T.O. 4" CURBEL. 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" CURBROOM SIZESBEDROOM #2MECH. ROOMHALLWAY / W.I.C.STAIRFAMILY ROOMBEDROOM #3BATHTOTAL284 SF116 SF179 SF116 SF290 SF83 SF1,859 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D8"7'-3-3/8"T.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 96'-4"(2) 2x1060x42 SLIDERD(2) 2x1060x42 SLIDER28"BathC.T.39 SF (FLR)28"30"30"30"30"FURN.WATERHEATER28"Bedroom #3CARPETBedroom #2CARPETFamily RoomCARPET16'-0"LOOKOUT BASEMENT10'-0"MIN. FOOTING OFFSET5'-0"6'-0"5'-0"12'-114"19'-0"LOOKOUT BASEMENT16'-0"FULL BASEMENT10'-0" TALL WALL0'-10" THICK14'-0"FULL BASEMENT10'-0" TALL WALL0'-10" THICK65'-0"4'-0"4'-0"13'-5"10'-814"13'-7"31'-734"WALKOUT BASEMENT 4'-0"MechanicalRoom4" CONC. SLAB116 SF11'-103 4"3'-2"ROD & SHELVESROD & SHELVES 4'-93 4" 2'-83 4"16'-0"14'-91116" 14'-0"Unexcavated4" CONC. SLAB24'-114"19'-1034" SEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C. 37° 6'-3"5'-1034"5'-0"4'-312"6'-0"x 6'-11" PATIO(2)1-3/4x9-1/2 LSL SEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C. 11'-43 4" 32'-0"9'-0"11'-0"4'-0"6'-6"15'-0"1'-412"1'-412"16'-3"1'-412"8'-3"1'-412"19'-0"11'-0"20'-0"65'-0"6'-0"10'-012"4'-714"4'-714"9'-814"4'-412"4'-412"5'-01 2"4'-3"W.I.C.CARPETHallCARPETT.O. 8" WALLT.O. FTG.EL. 96'-6"EL. 100'-4"T.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 96'-4"(2) 1-3/4" x 9-1/2" LSL54x60 FIX 2-2x630x60 A30x60 W.I.C.CARPETW.I.C.CARPET2" BRICK LEDGE FOR108'-4"2'-0" 10'-0"6'-0"9'-714"4'-1112"6'-1114"3'-734"6'-334"2-2x6 2" BRICK LEDGE FOR108'-4"12'-0"8'-0"(2) 1-3/4 x 9-1/2 LSL(2) 1-3/4 x 9-1/2 LSLT.O. SLABEL. 100'-4"9'-0" TALL FOUNDATION WALLCONCRETE FOOTINGS8" x 20" - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX2'-0"VOIDDRAINFLOORCDSFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDWINDOW SILLS MORE THAN 0'-6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 24" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.FLOOR TRUSS TO BE FIRESTOPPED - 5/8" SHEETROCKONE SIDE OF FLOOR TRUSS(1000 SF MAX.)2'-0"VOIDSSS56" VANITY5'-358"Unexcavated48x34C.T. WALLSFIB. BASE2'-0"NO DRAINTILE AT WALKOUT WALL ONLY46'-0"32"SUMPSEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C.StorageRoom4" CONC. SLAB141 SF3'-214"6'-6"9'-734"1'-10" 2'-2"4-2x613'-234"934"4'-434"7'-812"6'-1034"4'-6"2'-0"STORAGE ROOM141 SF(2) 2x1036x24 FIX.2'-11"2'-1"(2) 2x1036x24 FIX.2'-1"2'-11"2'-234"WD24" WINEFRIDGE8'-0"4'-414"4'-414"LOOKOUT 8'-0"LOOKOUT44'-0" 8"T.O. 8" CONC.EL. 110'-0"T.O. FTG.EL. 109'-4"10"1A-3DTLT.O. 10" CONC.T.O. FTG.EL. 110'-0"EL. 100'-0"1A-3DTL10"8'-0"8'-0"A-3BASEMENT PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOMWALKOUT9'-0" TALL FND WALLS09-07-2022OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 202242-2x10 Cont.2-2x10 Flush2-2x102-9 1/2" LSL2-9 1/2" LSL3-2x103-16" LVLFlush2 Trimmers2 Trimmers4-2x6 23'-8"11-7/8" I-JOIST3/4" SUB-FLOOR8" CONC. WALL10" CONC. WALL2" FOAMT.O. 10" WALL 110'-0"T.O. 10" WALL 109'-0"LINE OF PATIOFLASHINGSIMPSON THAI1.81/22 STRAP HANGARA-3BASEMENT PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOMDTL 9'-0" TALL FND WALLS09-07-2022OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223SCALE: 3/8" = 1'-0"10'-0" WALL SECTION DETAILA-31DECEMBER 6, 20224 StairsNO LEDGE AT STAIRS4'-618"10" 3"GreatRoomCARPET11'-1-1/8"MASTERBedroomCARPET9'-1 1/8"W.I.C.CARPET9'-1 1/8"LaundryVINYL48 SF (FLR)KitchenWOOD9'-1 1/8"DiningWOOD9'-1 1/8"CoveredScreened PorchBathWOOD27 SF (FLR)ConcretePorchGarage4" CONC. SLABEntryWOOD11'-1 1/8"9'-0"8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL2-2x42- 2 x 416'x8' O.H. DOOR(2) 1-3/4"x11 7/8" LSL2x6 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'-6"16'-0"1'-6"8'-0"11'-0"19'-0"30'-0"8'-0"8'-0"9'-6"9'-6"8'-0"8'-0"(2) 24x24 FIXED (2) 30X60 MULLED36"2'-9"(2) 2x104'-618"3'-412"4'-1038"14'-0"32'-0" 48'-0"14'-0"16'-0"19'-0"16'-0"51'-0"30" 30" 28"28"28"(2) 24x24 FIX MULLED2'-0"9'-1114"2'-1112"3'-134"3'-134"8'-10"9'-0"5'-6"5'-6"11'-0"20'-0"65'-0"DR. S.C.32" MTL.StudyCARPET11'-1 1/8"2- 2 x 4 2-2x444'-0"46'-0" 15'-4"4'-103 4"2'-0"10'-6" 4'-91 4"6'-31 2"4'-5" 4'-112"3'-10"2'-6" 4'-112"1'-5"4'-0"3'-912"3'-912"1'-11"6'-312"RAILING(2) 30x66 MULLED(3)24X24 ROD & SHELFROD & SHELVES CEILING HEIGHT 5'-10"WOODCARPET1'-6"4'-6"4'-6"4'-3" ROOF TRUSSES @ 24" O.C.5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE2-2X108'-534"(2) 2x10 DN @ 11'-1-1/8" WOOD CARPET(2) 30x24 MULLED2- 2 x 6ART NICHE30x72 S.H.POCKET(3) 2x102- 2 x 6 2- 2 x 648x96 FIX(3) 2x102- 2 x 6 2'-0"1'-6"12" TRANSOM@ 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"PED.48x60 FIX36x60 S.H.36x60 S.H.(3) 1-3/4" 9-1/2" LSL2-2x 6(+30")6'-0"12'-0"21'-6"3'-13 4"8'-101 4" 4'-0" 4'-0"2'-0"3'-6"5'-6" 1'-63 4" 3'-0"2'-10"ROD & SHELF36" SHEETROCK OPENING 24"5'-634"4'-012"10'-1112"MudRoomC.T.9'-1 1/8"PantryC.T.LOCKERSSAME HEIGHT AS PLATE (9'-1-1/8")(+8") STEP UP CEILING9'-9-1/8")2'-0"HATCHED AREASARE AT 11'-1-1/8"CEILING HEIGHT9'-0" 2-2x6(2) 1-3/4" 9-1/2" LSL(2) 2x109'-412"15'-6"1'-111 4" 9'-1114" 1'-812" 2'-2" 11'-8" TO FACE OF HEADER 4'-1038"10'-0"6'-0"6'-0" 10'-0" 7'-0"7'-0"2'-6"7'-114"11'-1034"4'-0"WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"5'-10" 3"3"3" REVEAL7'-1"PANELACCESSATTIC22x3032"8'-0"EBBGEAACHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0"F5'-0"WDWINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 24" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.REF.6'-0" X 8'-0" PATIO (2) 2x10 2- 2 x 6 30x72 S.H.30x72 S.H.30x72 S.H.48x96 FIX48x96 FIX60x18" TRANSOM9'-1-1/8"9'-1-1/8"RAILINGRAILINGSEE 2-A6 FORDETAILSG9'-6"1'-63 8"4'-0"DW 4'-10"3'-6"TOP SIZE 58x10830"x 93ISLAND22'-0"PANELACCESSATTIC22x30RECESSED STEPS2'-0"5'-7"SLOPE SLAB FLAT 2'-5"11'-11"8'-9"5'-112"TEMP.7'-3-3/8"(2) 2x8 (2) 11-7/8" LVL6'-11"6'-312"1'-212"3'-734"MasterBathC.T.105 SF (FLR)SLIDE IN TUB72"x36"(2) 2X1024x24 FIXED(2) 2X10 28"6'-312"8'-7"HALF WALL(+42")VALVE28"3'-312"WALK-IN SHOWER 28"36x72FRAME28-1/2" WIDEDR. S.C.32" MTL.(2) 11-7/8" LVL3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"4x4 POST32" 2'-112"32" CAB.24"24"BUILT-IN BUILT-IN RECYCLECENTERWALLOVENCOMBOW/ CUBBIESDROPZONEGAS COOKTOP W/ VENT HOODFINISHED ROOM SIZESSTUDYPOWDER BATH - WOODGREAT ROOMKIT/DINE/FOYER-WOOD113 SF27 SF275 SF501 SFMASTER BEDROOM257 SFMASTER BATH106 SFPANTRY / MUD ROOM101 SF81 SFMASTER W.I.C.48 SFLAUNDRYA-4FIRST FLOOR PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM09-07-2022OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 202242-2x103-2x63-2x62-2x10 Cont.2-2x10 Cont.3-2x42-2x62-2x10 Cont.2-9 1/2" LSL Cont.Cont.3-2x10 GLUED3/4" PLYWOODDECK NAILED AND A-51SCALE: 1/4" = 1'-0"BUILDING SECTIONSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-0" WALLS - (1) 2x6 TOP9'-0"@ 6'-0" O.C.PLATEPRESSURE TREATED 2x6Stair(3) 2x12STAIRSTYP. ALLSTRINGERSGreatRoom1'-6"ELEV. 119'-9-3/8"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 PLATEWorkshopGarage10'-814"9'-118"18" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONLaundry11'-11 8"Entry9'-118"12102x SOLID BLOCKINGTO OF BLOCKINGFLUSH W/ BOTTOMOF TRUSSA-509-07-2022SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM 9'-0" TALL FND WALLS OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224 12'-814"1289'-21 4"7'-6"3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-0" 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'-21 4"A-61SCALE: 1/4" = 1'-0"BUILDING SECTION9'-0"1'-6"ELEV. 121'-9 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'-81 4"11'-11 8"RAILING36" HIGHWEBS PER MANUF.GreatRoomSTAIRFAMILY ROOMRoom2'-8"4'-0"11'-712"TO RISER5'-10"11'-8"FACE OF HEADER(2) 2x10(1) 2x109'-11 8"A-62SCALE: 1/2" = 1'-0"ART NICHE DETAIL4'-0"ART NICHE11'-118"3'-0"7'-118"1'-0"3'-812"10"612"A-62-26-19SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224 RAISED ROOF @ STUDY & GREAT ROOM 2A-6SCALE: 1/2" = 1'-0"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8 1/4"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING9'-11 8" 3 4"BOISE RIM BOARD1-1/8" OSB RIM BOARD8" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" BRACERITE FOREXTERIOR SHEATHING18" FLOOR TRUSSESBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACETYPICAL UNLESS NOTEDOTHERWISEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHINGASPHALT SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPER(ICE DAM EAVESBUILDING SECTION1A-6SCALE: 1/2" = 1'-0"1'-6" 112"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 121'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8-1/4"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING11'-11 8" 3 4"BOISE RIM BOARD1-1/8" OSB RIM BOARD8" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" BRACERITE FOREXTERIOR SHEATHINGBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACETYPICAL UNLESS NOTEDOTHERWISEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHINGASPHALT SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPER(ICE DAM EAVES1'-6" 112"11' STUD TO BETIMBERSTRAND1/2" ANCHOR BOLTS@ 6'-0" O.C.(8" EMBED.)1/2" ANCHOR BOLTS@ 6'-0" O.C.(8" EMBED.)9'-0" WALLS - (1) 2x6 TOP PLATE 1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-PROOFINGPROOFINGSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION5,000 LB. FOOTINGSTRENGTH MIX3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY18" FLOOR TRUSSES9'-0" WALLS - (1) 2x6 TOP PLATE 1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-PROOFINGPROOFINGSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY(R-20)(R-20)GLUED AND NAILEDGLUED AND NAILEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDA-72-26-19SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ9'-0" TALL FND WALLS OCTOBER 6, 20221OCTOBER 17, 20222OCTOBER 31, 20223DECEMBER 6, 20224 Main Level Member Name Results Current Solution Comments 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 Master Bedroom Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Master Bedroom WIC Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Entry Front 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 Front Porch Dropped Beam Passed 2 piece(s) 2 x 8 SPF No.1/No.2 Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage 8' OHD Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Covered Deck (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Drop Covered Deck (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Lower Level Member Name Results Current Solution Comments Flush Family (H)Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Flush Stairs (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #2 Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #3 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mech Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Window Rear Passed 2 piece(s) 2 x 10 SPF No.1/No.2 18835 Ivorra Avenue, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company(952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN11/15/22; #25796.4 Page 1 / 18 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 12/6/22. 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 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 2 / 18 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 12/6/22. 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 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 3 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6464 @ 7' 6"7613 (3.00")Passed (85%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)2775 @ 8' 5"7902 Passed (35%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2455 @ 7' 6"11985 Passed (20%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.014 @ 5' 4 3/16"0.142 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.026 @ 5' 3 9/16"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"486 1123 1609 None 2 - Trimmer - SPF 3.00"3.00"2.54"2826 3619 6445 None 3 - Trimmer - SPF 3.00"3.00"2.55"2875 3589 6464 None 4 - Trimmer - SPF 1.50"1.50"1.50"441 584 1026 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 10.4 -- 1 - Uniform (PSF)0 to 7' 10"24'20.0 35.0 Snow - Main 2 - Point (lb)4' 6"N/A 1000 -Girder 3 - Tapered (PLF)8' 10" to 10' 9"N/A 99.6 to 75.2 117.4 to 88.7 Generated from Loading Assistant 4 - Point (lb)8' 10"N/A 1588 1672 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 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 12/6/22. 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, Master Bedroom Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 4 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2797 @ 0 3806 (1.50")Passed (73%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1898 @ 3' 4"7902 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4030 @ 2' 1"11985 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.024 @ 2' 1"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.046 @ 2' 1"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"1343 1455 2797 None 2 - Trimmer - SPF 1.50"1.50"1.50"1004 1059 2063 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)2' 1" to 4' 3"N/A 99.6 to 72.1 117.4 to 84.9 Generated fromLoading Assistant 2 - Uniform (PLF)0 to 1' 1"N/A 487.9 575.0 Generated fromLoading Assistant 3 - Point (lb)2' 1"N/A 1588 1672 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 12/6/22. 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, Master Bedroom WIC 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 5 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1953 @ 0 1913 (1.50")Passed (102%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1059 @ 10 3/4"2872 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1912 @ 1' 11 1/2"3946 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.012 @ 1' 11 1/2"0.131 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.019 @ 1' 11 1/2"0.196 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 1.50"1.50"1.53"719 1234 1953 None 2 - Trimmer - SPF 1.50"1.50"1.53"719 1234 1953 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 11" o/c Bottom Edge (Lu)3' 11" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 11"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 11"17'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 3' 11"1'20.0 35.0 Snow - Porch 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 12/6/22. 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, Entry Front Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 6 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3659 @ 1 1/2"5738 (3.00")Passed (64%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2301 @ 1' 1/4"4308 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4584 @ 2' 9"5919 Passed (77%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.035 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.055 @ 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"1.91"1349 2310 3659 None 2 - Trimmer - SPF 3.00"3.00"1.91"1349 2310 3659 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"24'20.0 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 12/6/22. 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 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 7 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)527 @ 6' 1 1/2"4463 (3.50")Passed (12%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)362 @ 1' 10"2251 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)616 @ 3' 7 9/16"2645 Passed (23%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.014 @ 3' 7"0.171 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.022 @ 3' 7 1/16"0.256 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"276 448 725 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"199 328 527 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 4" o/c Bottom Edge (Lu)6' 4" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 3 1/2"N/A 5.5 -- 1 - Uniform (PSF)0 to 6' 3 1/2" (Front)3' 6"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 12/6/22. 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 Porch Dropped Beam 2 piece(s) 2 x 8 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 8 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--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"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable 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 12/6/22. 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, Garage 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 9 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1205 @ 1 1/2"7613 (3.00")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)918 @ 1' 1/2"7902 Passed (12%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2487 @ 4' 4 1/2"11985 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.036 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.095 @ 4' 4 1/2"0.425 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 3.00"3.00"1.50"745 459 1205 None 2 - Trimmer - SPF 3.00"3.00"1.50"745 459 1205 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 9" o/c Bottom Edge (Lu)8' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 8' 9"1'100.0 -Wall - Gable 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 12/6/22. 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, Garage 8' OHD 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 10 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2334 @ 1 1/2"4463 (3.00")Passed (52%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1977 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9168 @ 8' 1 1/4"18346 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.357 @ 8' 1 1/4"0.798 Passed (L/536)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.588 @ 8' 1 1/4"1.064 Passed (L/326)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Stud wall - SPF 3.00"3.00"1.57"916 1418 2334 Blocking 2 - Stud wall - SPF 3.50"3.50"1.58"920 1426 2346 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 3" o/c Bottom Edge (Lu)16' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 3"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 3" (Front)5'20.0 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 12/6/22. 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, Drop Covered Deck (V) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 11 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4005 @ 1 1/2"4463 (3.00")Passed (90%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3308 @ 1' 2 7/8"9081 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)13772 @ 7' 1 1/2"20525 Passed (67%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.333 @ 7' 1 1/2"0.700 Passed (L/504)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.536 @ 7' 1 1/2"0.933 Passed (L/314)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Stud wall - SPF 3.00"3.00"2.69"1511 2494 4005 Blocking 2 - Stud wall - SPF 3.00"3.00"2.69"1511 2494 4005 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 9" o/c Bottom Edge (Lu)14' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 14' 3"N/A 12.1 -- 1 - Uniform (PSF)0 to 14' 3" (Front)10'20.0 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 12/6/22. 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, Drop Covered Deck (H) 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 12 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)10455 @ 16' 2"20934 (5.50")Passed (50%)--1.0 D + 1.0 L (All Spans) Shear (lbs)8198 @ 14' 8 1/2"15960 Passed (51%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)39395 @ 8' 3 7/8"46671 Passed (84%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.392 @ 8' 3 1/8"0.528 Passed (L/484)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.550 @ 8' 3 1/8"0.792 Passed (L/345)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam 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 5.50"5.50"2.70"2949 7325 10274 None 2 - Trimmer - SPF 5.50"5.50"2.75"2998 7457 10455 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 1" o/c Bottom Edge (Lu)16' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 16' 6"N/A 24.5 -- 1 - Uniform (PSF)0 to 9' (Front)22'15.0 40.0 Floor - Main 2 - Uniform (PSF)9' to 16' 5 1/2" (Front)23'15.0 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 12/6/22. 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, Flush Family (H) 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 13 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3891 @ 5'4463 (3.50")Passed (87%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1490 @ 4' 1"2498 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-1816 @ 5'3431 Passed (53%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.015 @ 2' 6 15/16"0.117 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.019 @ 2' 6 9/16"0.233 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"470 1330/-117 1800 Blocking 2 - Stud wall - SPF 3.50"3.50"3.05"1091 2800 3891 None 3 - Stud wall - SPF 5.50"5.50"1.50"310 950/-163 1260 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' o/c Bottom Edge (Lu)10' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 10'N/A 7.0 -- 1 - Uniform (PSF)0 to 10' (Front)10'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 5' (Front)4'15.0 40.0 Floor - Stairs 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 12/6/22. 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, Flush Stairs (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 14 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3939 @ 1 1/2"5738 (3.00")Passed (69%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3147 @ 4' 5 3/4"4308 Passed (73%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4762 @ 3' 2"5919 Passed (80%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.034 @ 2' 9 9/16"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.059 @ 2' 9 9/16"0.262 Passed (L/999+)--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. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.06"1693 1430 1565 3939 None 2 - Trimmer - SPF 3.00"3.00"2.01"1654 1430 1493 3847 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 10.6 ---- 1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)1' 5"N/A 332 -606 Linked from: DiningRoom Window, Support 1 4 - Point (lb)4'N/A 965 -1708 Linked from: DiningRoom Window,Support 2 5 - Uniform (PSF)0 to 1' 5"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 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 12/6/22. 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 #2 Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 15 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3919 @ 5' 4 1/2"7613 (3.00")Passed (51%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3346 @ 4' 5 1/2"7902 Passed (42%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)6939 @ 3' 3"11985 Passed (58%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.059 @ 3' 3"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.105 @ 3' 3"0.262 Passed (L/602)--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"1390 1100 1246 3149 None 2 - Trimmer - SPF 3.00"3.00"1.54"1720 1100 1833 3919 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"10'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)3' 3"N/A 1732 -3079 Linked from: GreatRoom Window,Support 2 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 12/6/22. 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 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 16 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2617 @ 3' 5"3806 (1.50")Passed (69%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1179 @ 11"6872 Passed (17%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2169 @ 1' 8 3/4"10422 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.016 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.021 @ 1' 8 1/2"0.171 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"698 1814 2512 None 2 - Trimmer - SPF 1.50"1.50"1.50"727 1890 2617 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 10.4 -- 1 - Uniform (PSF)0 to 2' 3"26' 3"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)2' 3" to 3' 5"28' 9"15.0 40.0 Floor - Main Level 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 12/6/22. 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, Mech Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 17 / 18 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2697 @ 1 1/2"3825 (3.00")Passed (71%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1235 @ 1' 1/4"2872 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2058 @ 1' 5"3946 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.007 @ 1' 8 3/16"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.012 @ 1' 8 1/4"0.162 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 Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.12"1046 70 1651 2697 None 2 - Trimmer - SPF 3.00"3.00"1.50"512 70 662 1174 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 6" o/c Bottom Edge (Lu)3' 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 3' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 3' 6"1'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 3' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 1' 5"24'20.0 -35.0 Snow - Main 4 - Point (lb)1' 5"N/A 486 -1123 Linked from: Master Bedroom Window,Support 1 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 12/6/22. 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 Window Rear 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/21/2022 1:57:47 AM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.3.63, Data: V8.1.3.6 File Name: 18835 Ivorra Avenue, Lakeville, MN Youngfield - Rockingham B18835 Ivorra Avenue, Lakeville, MN 11/15/22; #25796.4 Page 18 / 18 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:1-1-22 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, 2022. 2022 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 2022© City: ofSheet: Drawing Date: Project Number: 150 2.001 January 1, 2022 S0 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 151 2.001 January 1, 2022 S1 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT 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 2022© City: ofSheet: Drawing Date: Project Number: 152 2.001 January 1, 2022 S2 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 153 2.001 January 1, 2022 S3 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY 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 2022© City: ofSheet: Drawing Date: Project Number: 154 2.001 January 1, 2022 S4 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 155 2.001 January 1, 2022 S5 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #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 2022© City: ofSheet: Drawing Date: Project Number: 156 2.001 January 1, 2022 S6 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 157 2.001 January 1, 2022 S7 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 158 2.001 January 1, 2022 S8 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 159 2.001 January 1, 2022 S9 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1510 2.001 January 1, 2022 S10 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1511 2.001 January 1, 2022 S11 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWN ORSHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1512 2.001 January 1, 2022 S12 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1513 2.001 January 1, 2022 S13 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10'-0" MAX3'-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 2022© City: ofSheet: Drawing Date: Project Number: 1514 2.001 January 1, 2022 S14 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRAD E L I N E 9'-4" MAX.6'-0" MAX.4'-0" MAX.SEE BASEMENT WALL DETAILSEE LOOKOUT WALL DETAILSIM.CONSTRUCT SIM. LOOKOUT WALLw/ MIN. (2) #4 HORIZ. BARS3 MIN. 1 S7S5S5SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1515 2.001 January 1, 2022 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 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. 18835 Ivorra Ave, 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 Tuesday, November 8, 2022 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 18835 Ivorra Ave, Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:18835 Ivorra Ave, Lakeville Designed By:Jake Ryan Project Date:11/8/22 Project Comment:Rockingham - Walkout 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 East 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:1,364 CFM Per Square ft.:0.367 Square ft. of Room Area:3,718 Square ft. Per Ton:1,243 Volume (ft³):33,458 Building Loads Total Heating Required Including Ventilation Air:49,403 Btuh 49.403 MBH Total Sensible Gain:29,864 Btuh 83 % Total Latent Gain:6,013 Btuh 17 % Total Cooling Required Including Ventilation Air:35,877 Btuh 2.99 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:\ ...\18835 Ivorra Ave, Lakeville - Heat Calc.rh9 Tuesday, November 8, 2022, 1:17 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18835 Ivorra Ave, 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 2.99 1,243 3,718 29,864 6,013 35,877 49,403 600 1,364 600 1,364 1,364 System 1 Main Floor No 2.99 1,243 3,718 29,864 6,013 35,877 49,403 600 1,364 600 1,364 1,364 13x18 Ventilation 755 3,682 4,437 4,604 134 134 134 Humidification 5,656 Zone 1 3,718 29,109 2,331 31,440 39,144 600 1,364 600 1,364 1,364 13x18 1-Basement 1,859 6,400 0 6,400 16,779 257 300 257 300 300 3--6 2-Main Level 1,859 22,709 2,331 25,040 22,365 343 1,064 343 1,064 1,064 9--6 F:\ ...\18835 Ivorra Ave, Lakeville - Heat Calc.rh9 Tuesday, November 8, 2022, 1:17 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18835 Ivorra Ave, 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 0.1 509 257 300 300 3--6 2-Main Level Built-In 450 750 0.01 0.1 602.1 343 1,064 1,064 9--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 839.2 600 1,364 1,364 13x18 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:600 Cooling Flow:1364 F:\ ...\18835 Ivorra Ave, Lakeville - Heat Calc.rh9 Tuesday, November 8, 2022, 1:17 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18835 Ivorra Ave, Lakeville Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Anderson 100 Series: Glazing-Anderson 100 Series Casement, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.28, SHGC 0.26 136 3,313 0 2,796 2,796 Anderson 100: Glazing-Anderson 100, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.27, SHGC 0.28 365.5 8,585 0 9,236 9,236 11D: Door-Wood - Solid Core, U-value 0.39 24 814 0 253 253 11J: Door-Metal - Fiberglass Core, U-value 0.6 17.8 928 0 288 288 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 0.083 164.5 774 0 0 0 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 2039.2 11,532 0 2,162 2,162 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 1143 5,334 0 129 129 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM, U-value 0.05 321 1,396 0 328 328 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 1858.8 3,234 0 2,639 2,639 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 1858.8 3,234 0 0 0 Subtotals for structure:39,144 0 17,831 17,831 People:6 1,200 1,380 2,580 Equipment:1,131 5,440 6,571 Lighting:500 1,705 1,705 Ductwork:0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 134, Summer CFM: 134 4,604 3,682 755 4,437 Humidification (Winter) 15.42 gal/day :5,656 0 0 0 AED Excursion:0 0 2,753 2,753 Total Building Load Totals:49,403 6,013 29,864 35,877 Check Figures Total Building Supply CFM:1,364 CFM Per Square ft.:0.367 Square ft. of Room Area:3,718 Square ft. Per Ton:1,243 Volume (ft³):33,458 Building Loads Total Heating Required Including Ventilation Air:49,403 Btuh 49.403 MBH Total Sensible Gain:29,864 Btuh 83 % Total Latent Gain:6,013 Btuh 17 % Total Cooling Required Including Ventilation Air:35,877 Btuh 2.99 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:\ ...\18835 Ivorra Ave, Lakeville - Heat Calc.rh9 Tuesday, November 8, 2022, 1:17 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18835 Ivorra Ave, 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 East 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 300 309 276 269 237 280 294 *318 3--6 2 Main Level *1,064 961 764 919 993 974 856 1,014 9--6 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°East *1,364 *29,864 *6,013 *2.99 45°Southeast 1,270 27,870 6,013 2.82 90°South 1,040 22,949 6,013 2.41 135°Southwest 1,188 26,112 6,013 2.68 180°West 1,230 27,018 6,013 2.75 225°Northwest 1,254 27,513 6,013 2.79 270°North 1,149 25,284 6,013 2.61 315°Northeast 1,333 29,200 6,013 2.93 * Indicates highest value of all rotations. 2.3 2.4 2.5 2.6 2.7 2.8 2.9 East Southeast South Southwest West Northwest North NortheastCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\18835 Ivorra Ave, Lakeville - Heat Calc.rh9 Tuesday, November 8, 2022, 1:17 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 18835 Ivorra Ave, Lakeville Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 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 East Front door faces Southeast Front door faces South Front door faces Southwest Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast F:\ ...\18835 Ivorra Ave, Lakeville - Heat Calc.rh9 Tuesday, November 8, 2022, 1:17 PM 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 18835 Ivorra Avenue Youngfield Homes Rob Jarvi 952-215-6391 rjarvi@countryjoehomes.com Rob Jarvi Youngfield Homes 952-215-6391 rjarvi@countryjoehomes.com University of Minnesota 05/31/24 Steve Sauber 12/28/2022