Loading...
HomeMy WebLinkAboutLA211097 - 17857 Graphite Lane - 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 200 AMP SERVICEGARAGE RIGHTSLAB ON GRADECATEGORY ONESUMMERS CREEK LOT 7, BLOCK 122x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, 55044INVENTORY HOMESIDEWALKGARAGE SLABHOUSE SLABFLATWORK SQUARE FOOTAGE1,680 SF556 SFNOTED 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 SUPPLIERHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"TOTAL1,752 SF-FIRST FLOORGARAGEFLOOR AREA1,752 SFFINISHED-567 SFUNFINISHED-2018 BUILDING CODE2020 ENERGY CODE208 SF - ELEV B - CONC. PORCH17857 GRAPHITE LANEFRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETEFOUNDATION INSULATIONSLAB ON GRADEYOUNGFIELD SERIESGarage4" CONC. SLABBedroom #2Entry13'-0"10'-0"6'-0"19'-0"6'-0"66Porch4" CONC. SLAB6'-0"ELEVATION - B8'-6"2'-6"SIDEWALK 208 SF3'-6"1x6 LP TRIM1x6 LP TRIM1'-2"1'-4"ALUMINUM SOFFITCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDESCALE: 1/2" = 1'-0"COLUMN #12 - CONCRETE PORCH6" CONC. WALLCONCRETE PORCHT.O. CONC.T.O. FTG.T.O. WALLELEV. 102'-10"9-30-21A-0COVER SHEETRALEIGH 3 BEDROOM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/24/2023dmathews SCALE: 1/4" = 1'-0"A-11121'-6"81289'-118"T.O.. 6" WALLTOP OF PLATE5-1/2" TRIM AROUNDFRONT DOOR6" FREIZE BOARDBOTH GARAGE PIERS12" RAKES @ FRONT ELEVATIONFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.FOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHING1'-6"HARDIE LAP21'-0"BOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTUREHARDIE ON ALL 4 SIDESELEV. 103'-6"ELEV. 112'-7-1/8"20'-0"8'-0"16'-0"FRONT ELEVATION - BTOP OF FOOTINGELEV. 100'-0"10'-6"SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES)3'-10"18" EYEBROW ROOF2" LEDGE6:12ADDRESS18x30 FIXED STONE144 SFFRONT39%%HARDIE LAP22 SF6%BOARD & BATTEN197 SF55%363 SFSIDES & REAR ARE 100%HARDIE LAP - 7" EXPOSURE.TOTALMATERIALSLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276709-30-21ELEVATIONSRALEIGH A-1RAMBLER 3 BEDROOM A-2SCALE: 1/8" = 1'-0"RIGHT ELEVATIONLEFT ELEVATION2SCALE: 1/8" = 1'-0"3A-2A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"T.O. FTG.ELEV. 103'-6"T.O. 6" WALLEL. 100'-0"TOP OF PLATEELEV. 112'-7-1/8"8121'-6"1'-6"T.O. FTG.ELEV. 103'-6"T.O. 6" WALLEL. 100'-0"TOP OF PLATEELEV. 112'-7-1/8"T.O. FTG.EL. 103'-6"T.O. 6" WALLEL. 100'-0"TOP OF PLATEEL. 112'-7-1/8"9'-11 8"1'-0"1'-0"1'-0"8:128:128:128:12HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES54'-0"40'-0"64'-6"SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES)SCALE: 1/8" = 1'-0"ROOF PLAN4A-210 ROOF VENTS8:128:126:1264'-6" 9'-118"8:129'-11 8"1'-6"8:128:121'-0"1'-6"1'-6"1'-6"1'-6"9'-11 8"VAULT4:12VAULT4:12VAULT4:12VAULT4:126'-0"8:128:125'-0"6'-0"1'-0"6'-0"4'-0"8:126128:126:122'-6"66 6666RALEIGH9-21-21ELEVATIONSA-2B3 BEDROOM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670ELEVATION - B 4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDT.O. 6" WALLT.O. FTG.EL. 100'-0"T.O. SLABUnexcavated4" CONC. SLABVARIEST.O. 6" WALLT.O. FTG.EL. 100'-0"T.O. FTG.T.O. 6" CURBT.O. FTG.T.O. 6" WALLT.O. 6" CURBT.O. 8" WALLT.O. FTG.EL. 100'-0"2" BRICK LEDGEELEV. 102'-10"(2) 1-3/4"x11 7/8" LSL2'-412"16'-3" M.O.2'-412"21'-0"64'-6" 27'-6" 12'-0"11'-0"54'-0"6'-6"7'-0"19'-0"8"Unexcavated3-1/2" CONC. SLABHOUSE SLAB 1,655 SFT.O. 8" WALLT.O. FTG.EL. 100'-0"6"24" - #4 REBAR EMBEDDED3" INTO CONCRETE WALLEVERY 6'-0" O.C.2A-51'-9"2A-33A-36"8"2" BRICK LEDGET.O. 6" CURB2" BRICK LEDGET.O. 6" CURB1A-53A-5EL. 100'-0"EL. 103'-6"EL. 100'-0"EL. 102'-10"EL. 103'-6"EL. 103'-6"EL. 103'-6"EL. 102'-10"EL. 103'-6"EL. 102'-10"EL. 103'-6"EL. 103'-6"EL. 102'-10"2" BRICK LEDGE8"x16" CONCRETEFOOTINGS - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX.8"x16" CONCRETEFOOTINGS - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX.6'-0"40'-0"13'-0"15'-0"1'-0"1FOUNDATION PLANSCALE: 3/16" = 1'-0"A-3ELEVATION - B6'-0"T.O. 6" WALLT.O. FTG.EL. 100'-0"EL. 103'-6"Unexcavated3-1/2" CONC. SLAB6"APPROX. LOCATION OF ELEC PANEL PROVIDE UFER GROUNDING ROD 6'-0"28"24x42 S.H.A32x605'-312"Bath5'-734"8'-8"6'-414"24x93ISLANDTOP SIZE 48x96OVERHANG W/ 2 LEGS 8'-0" 2'-7"3'-038"17'-778"1'-0"CDS13'-10"3'-234"3'-3"3'-612"9'-3516"17'-814"CONDUIT TO CENTER ISLANDKitchen1'-43 4"DWREF.GASRANGE20'-9" 15'-33 4"4'-0"8'-112"& DISPOSAL.DISHWASHERDISPOSAL W/SWITCH UNDERSINK.3'-9"OVEN WALL 15'-3"4'-0"24'-9"40'-0"14'-3"25'-9"6'-0" 10'-0"WW.I.C.LaundryMasterBathOUTLETSOFTENERDRAINFLOORWATERHEATERFURN.RADON PIPESEE DETAILDMudRoomMech. Room4" CONC. SLAB62 SF14'-134"2" BRICK LEDGEEL. 102'-10"2" BRICK LEDGEEL. 103'-0"12'-0" 12'-0"20'-0"12" SONO TUBEEL. 103'-0"12" SONO TUBEEL. 103'-0"2" BRICK LEDGEEL. 103'-0"70'-6"16" x 8" CONC. FTG'S5,000 LB. FOOTINGSTRENGTH MIXELEV. 100'-0"ELEV. 103'-6"TOP OF WALLTOP OF FTG.3'-6"2x6 TREATED BOTTOMPLATE OVER SILL SEALERBEFORE INSTALLING PLATE THEREMUST BE A LAYER OF MASTIC, SILL SEALER AND ANOTHER LAYERMASTIC. 6"2"3-1/2" CONCRETE SLAB 2x6 EXTERIOR WALLSR20 BATT INSULATION1/2" OSB SHEATHINGCONTINUOUS MASTIC24" -#4 REBAR - 3" EMBEDMENTINTO WALL @ 6-0" O.C.CONTINUOUS MASTIC6" POURED CONCRETE WALLSCALE: 3/4" = 1'-0"BUILDING SECTION @ HOUSEA-322" R-10 RIDGIDFOAM INSULATION6 MIL POLY UNDER SLABEXTEND UP TO PLATE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)ELEV. 100'-0"ELEV. 103'-6"TOP OF WALLTOP OF FTG.3'-6"2x4 TREATED BOTTOMPLATE OVER SILL SEALER8"4" CONCRETE SLAB 2x4 EXTERIOR WALLS1/2" OSB SHEATHINGCONTINUOUS MASTICCONTINUOUS MASTICSCALE: 3/4" = 1'-0"BUILDING SECTION @ GARAGEA-331/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)8" POURED CONCRETE WALL16" x 8" CONC. FTG'S5,000 LB. FOOTINGSTRENGTH MIX2" BRICK LEDGEELEV. 103'-6"TOP OF WALL4" CONCRETE SLAB 2x6 WALL1/2" DRYWALLSCALE: 1/2" = 1'-0"PASSIVE RADON DETAILA-34CL10'-0" NTS10'-0" NTS3" PERFORATED PIPE6" CLEAR GRAVEL6"LAUNDRY WALL3" SOLID PIPETO ATMOSPHEREUFER GROUNDING RODONE GROUNDING ROD MUST BEPROVIDED. VERIFY SIDE OFGARAGE SIDE: PLACE ROD 4'-0"BACK FROM FRONT CORNER.HOUSE SIDE: PLACE ROD 6'-0"ELECTRICAL SERVICE.BACK FROM FRONT CORNER.UNLESS NOTED DIFFERENTPER BUYERS REQUESTRALEIGH9-30-21UPPER LEVEL PLANA-33 BEDROOM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 GARAGE RIGHT UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. GreatRoomLVPGarage4" CONC. SLAB16'x8' O.H. DOORSLOPE SLAB 2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILTYPICAL GARAGE WALL2x4 STUD WALLS @ 16" O.C. W/INSIDE AND 1/2" SHEATHING - EXT.POLY VAPOR BARRIER & 1/2" GYP. BD.1/2" SHEATHING - EXT.TYPICAL EXT. WALL2'-6"16'-0"2'-6"21'-0"64'-6"5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE@ 24" O.C.PRE-ENGINEERED TRUSSESBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGE27'-6"20'-6"15'-0"6'-6"30"Bedroom #2CARPET(2) 36x60 MULLED6'-6"36"EntryLVP5'-6"A12'-6" 12'-0"13'-0"MasterBedroomCARPETW28"GAS RANGE 37'-0"W.I.C.CARPETLaundryVINYL53 SF (FLR)24x42 S.H.KitchenLVP3'-6"(2) 2x107'-312" 2-2X106'-1014"3'-0"6'-0" 54'-0"15'-3"2-2x10PantryLVP13'-10"32x6024x93ISLANDTOP SIZE 48x96OVERHANG W/ 2 LEGS 40'-0"24"27'-6"(2)2x1032" MTL.DR. S.C.30" 8'-6"(3)30x72 MULLED40'-0"(2) 36x60 MULLEDA7'-1"12'-2"DiningLVP4' BI-FOLDROD & SHELVES7'-712"7'-712"12'-258"12'-258"28"36" DRYWALLOPENING (+96") 8'-434" 7'-8"15'-912" ROD & SHELVES 7'-0" 36" DRYWALLOPENING (+96")8'-412"7'-112"5'-0"6'-6"5'-134"6'-0"7'-3"24'-714"2A-5MasterBathVINYL41 SF (FLR)HallLVPMudRoomVINYLROD & SHELVES5'-412" PANELACCESSATTIC 22x30 ATTIC STORAGE TRUSSESTEMP.3A-31A-532"OUTLETSOFTENERMech. Room4" CONC. SLAB55 SFDRAINFLOORWATERHEATERFURN.(2) 2x10TRUSSES @ 24" O.C.PRE-ENGINEERED ROOF(2) 2x10THERMOSTATFLATFRAMEOSB PLYWOODON CEILING OFMECH ROOM.RADON PIPESEE DETAIL6'-6"DWHOSEBIBPORTAL FRAMEBALLOON FRAME THISWALL TO VAULT LINESOLIDWINDWASH 28"6'-0" x 8'-0" PATIO(2) 2x10CDSCDCDSSSS6'-0"A6'-0"6'-0"6611'-0"1'-0"5'-0" 6'-0" 2'-0"2'-0"667'-0"SOLID SOFFITRR5'-312"BathVINYL32 SF (FLR)28"REF.8'-0" 28"W.I.C.CARPETS32"6'-612"LINEN VAULT4:12VAULT4:1213'-612"B4'-0"36" DRYWALLOPENING(+96")11'-912"A-41FIRST FLOOR PLANSCALE: 3/16" = 1'-0"1ELEVATION - BHallLVP(2) 14" LVL - CONT.(2) 7-1/4" LSL - CONT.DROPPED(2) 7-1/4" LSL - CONT.80" VANITY6'-1"4'-734"4'-2"8'-4"7'-1112"5'-734"4'-8"2'-11" 7'-8" 8'-8"1'-0"6'-414"2'-112"4'-2"6'-414"6'-1014"60x34 FIB. BASE(3) 30x24 FIX-MULLED(2) 9-1/2 LSL7'-0"BPorchCONCRETE& DISPOSAL.DISHWASHERDISPOSAL W/SWITCH UNDERSINK.36" VAN. 24'-21 4" 3'-51 4"DDDDDDDC.T. WALLS TO 8'16'-10"6'-114"19'-0"4'-0"25'-9"25'-9" x 10'-0"Covered Porch14'-3"10'-0"6666 (3) 7-1/4" LVL - CONT. 2'-0" 4'-0"1'-0"D4' BI-FOLD3'-1112"2'-112"5'-312"BENCH5'-1114"LINEN 2'-814"SOLID SOFFIT2'-10"6'-6"REC4' BI-FOLD LINEN2'-112"23'-9"(3) 7-1/4" LVL - CONT. DROPPED SOFFIT DROPPED SOFFIT2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"FINISHED ROOM SIZESMAIN BATH - VINYLGREAT ROOM - LVPKIT/DINE/ENTRY/HALL/PANTRY - LVP51 SF153 SFMUD ROOM - VINYL84 SFMASTER BEDROOM - CARPET216 SF634 SFMASTER BATH - VINYL82 SFBEDROOM #2 & W.I.C. - CARPET164 SFLAUNDRY - VINYL53 SFMASTER W.I.C. - CARPET63 SFHALL (by master) - LVP30 SFMECH ROOM - 4" CONCRETE SLAB55 SFBE FIELD MEASURED BY TRUSS SUPPLIERTRUSS DESIGN BY MFG. TRUSSES NOTEDWITH DIMENSIONS TO BE VERIFED SHALLALL HEADERS ARE (2) 2x10 TYPICAL UNLESSNOTED OTHERWISE ON PLANS.HEADERS:TRUSSES:RALEIGH9-30-21UPPER LEVEL PLANA-43 BEDROOM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 GARAGE RIGHTPFH -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).PFH SCALE: 1/4" = 1'-0"BUILDING SECTIONA-529'-118"ELEV. 100'-0"ELEV. 103'-6"TOP OF WALLTOP OF FTG.3'-6"TOP OF PLATE1/2" ANCHOR BOLTS @ 6'-0" O.C.PLATE(S) W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL3-1/2" CONCRETE SLABELEV. 103'-6"T.O. 4" CURBELEV. 100'-0"T.O. FTG.ELEV. 112'-7-1/8"3'-6"TOP OF PLATE812412GreatRoomMasterBedroomDiningELEV. 112'-7-1/8"3-1/2" CONCRETE SLABR-49 ATTIC INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.SCALE: 1/4" = 1'-0"BUILDING SECTIONA-519'-118"ELEV. 100'-0"ELEV. 103'-6"TOP OF WALLTOP OF FTG.3'-6"TOP OF PLATE1/2" ANCHOR BOLTS @ 6'-0" O.C.PLATE(S) W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL4" CONCRETE SLABELEV. 103'-6"T.O. 4" CURBBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLGarageELEV. 100'-0"T.O. FTG.DIAG. WIND BRACINGAS REQUIRED3-1/2" CONCRETE SLABTOP OF PLATE812ELEV. 111'-7-1/8"ELEV. 112'-7-1/8"Bedroom #2EntryR-49 ATTIC INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.4" BRICK LEDGE COLUMNS AT GARAGE ONLY3'-6"16" x 8" CONC. FTG'S5,000 LB. FOOTINGSTRENGTH MIXELEV. 100'-0"ELEV. 103'-6"TOP OF WALLTOP OF FTG.3'-6"2x6 TREATED BOTTOMPLATE OVER SILL SEALERBEFORE INSTALLING PLATE THEREMUST BE A LAYER OF MASTIC, SILL SEALER AND ANOTHER LAYERMASTIC. 3-1/2" CONCRETE SLAB 2x6 EXTERIOR WALLSR20 BATT INSULATION1/2" OSB SHEATHINGCONTINUOUS MASTIC24" -#4 REBAR - 3" EMBEDMENTINTO WALL @ 6-0" O.C.CONTINUOUS MASTICSCALE: 3/4" = 1'-0"BUILDING SECTION @ HOUSEA-531/2" SHEATHING FOREXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISEMIN. 6" ENERGY HEALTOP OF PLATEELEV. 112'-7-1/8"9'-11 8"4 MIL. POLY V.B.5/8" GYP. BD. OVERINSULATIONR=49 F.G. BATT1'-6"8"VENTSOFFIT8126"2"6" POURED CONCRETE WALL2" R-10 RIDGIDFOAM INSULATION6 MIL POLY UNDER SLABEXTEND UP TO PLATE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESRALEIGH9-30-21SECTIONS & DETAILSA-53 BEDROOM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 200 AMP SERVICEGARAGE RIGHTSLAB ON GRADECATEGORY ONESUMMERS CREEK LOT 7, BLOCK 122x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, 55044INVENTORY HOMESIDEWALKGARAGE SLABHOUSE SLABFLATWORK SQUARE FOOTAGE1,680 SF556 SFNOTED 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 SUPPLIERHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"TOTAL1,773 SF-FIRST FLOORGARAGEFLOOR AREA1,773 SFFINISHED-567 SFUNFINISHED-2018 BUILDING CODE2020 ENERGY CODE208 SF - ELEV B - CONC. PORCH17857 GRAPHITE LANEFRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETEFOUNDATION INSULATIONSLAB ON GRADEYOUNGFIELD SERIESGarage4" CONC. SLABBedroom #2Entry13'-0"10'-0"6'-0"19'-0"6'-0"66Porch4" CONC. SLAB6'-0"ELEVATION - B8'-6"2'-6"SIDEWALK 208 SF3'-6"1x6 LP TRIM1x6 LP TRIM1'-2"1'-4"ALUMINUM SOFFITCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDESCALE: 1/2" = 1'-0"COLUMN #12 - CONCRETE PORCH6" CONC. WALLCONCRETE PORCHT.O. CONC.T.O. FTG.T.O. WALLELEV. 107'-0"9-30-21A-0COVER SHEETRALEIGH 3 BEDROOM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 SCALE: 1/4" = 1'-0"A-11121'-6"81289'-118"T.O.. 6" WALLTOP OF PLATE5-1/2" TRIM AROUNDFRONT DOOR6" FREIZE BOARDBOTH GARAGE PIERS12" RAKES @ FRONT ELEVATIONFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.FOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHING1'-6"HARDIE LAP21'-0"BOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTUREHARDIE ON ALL 4 SIDESELEV. 103'-6"ELEV. 112'-7-1/8"20'-0"STONE144 SFFRONT39%%HARDIE LAP22 SF6%BOARD & BATTEN197 SF55%363 SFSIDES & REAR ARE 100%HARDIE LAP - 7" EXPOSURE.TOTALMATERIALS8'-0"16'-0"FRONT ELEVATION - BTOP OF FOOTINGELEV. 100'-0"10'-6"SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES)3'-10"18" EYEBROW ROOFCONCRETE SLAB6:12ADDRESS18x30 FIXED LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276709-30-21ELEVATIONSRALEIGH A-1RAMBLER 3 BEDROOM A-2SCALE: 1/8" = 1'-0"RIGHT ELEVATIONLEFT ELEVATION2SCALE: 1/8" = 1'-0"3A-2A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"T.O. FTG.ELEV. 103'-6"T.O. 6" WALLEL. 100'-0"TOP OF PLATEELEV. 112'-7-1/8"8121'-6"1'-6"T.O. FTG.ELEV. 103'-6"T.O. 6" WALLEL. 100'-0"TOP OF PLATEELEV. 112'-7-1/8"T.O. FTG.EL. 103'-6"T.O. 6" WALLEL. 100'-0"TOP OF PLATEEL. 112'-7-1/8"9'-11 8"1'-0"1'-0"1'-0"8:128:128:128:12HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES54'-0"40'-0"64'-6"SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES)SCALE: 1/8" = 1'-0"ROOF PLAN4A-210 ROOF VENTS8:128:126:1264'-6" 9'-118"8:129'-11 8"1'-6"8:128:121'-0"1'-6"1'-6"1'-6"1'-6"9'-11 8"VAULT4:12VAULT4:12VAULT4:12VAULT4:126'-0"8:128:125'-0"6'-0"1'-0"6'-0"4'-0"8:126128:126:122'-6"66 6666RALEIGH9-21-21ELEVATIONSA-2B3 BEDROOM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670ELEVATION - B 4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDT.O. 6" WALLT.O. FTG.EL. 100'-0"T.O. SLABUnexcavated4" CONC. SLABVARIEST.O. 6" WALLT.O. FTG.EL. 100'-0"T.O. FTG.T.O. 6" CURBT.O. FTG.T.O. 6" WALLT.O. 6" CURBT.O. 8" WALLT.O. FTG.EL. 100'-0"2" BRICK LEDGEELEV. 102'-10"(2) 1-3/4"x11 7/8" LSL2'-412"16'-3" M.O.2'-412"21'-0"64'-6" 27'-6" 12'-0"11'-0"54'-0"6'-6"7'-0"19'-0"8"Unexcavated3-1/2" CONC. SLABHOUSE SLAB 1,655 SFT.O. 8" WALLT.O. FTG.EL. 100'-0"6"24" - #4 REBAR EMBEDDED3" INTO CONCRETE WALLEVERY 6'-0" O.C.2A-51'-9"2A-33A-36"8"2" BRICK LEDGET.O. 6" CURB2" BRICK LEDGET.O. 6" CURB1A-53A-5EL. 100'-0"EL. 103'-6"EL. 100'-0"EL. 102'-10"EL. 103'-6"EL. 103'-6"EL. 103'-6"EL. 102'-10"EL. 103'-6"EL. 102'-10"EL. 103'-6"EL. 103'-6"EL. 102'-10"2" BRICK LEDGE8"x16" CONCRETEFOOTINGS - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX.8"x16" CONCRETEFOOTINGS - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX.6'-0"40'-0"13'-0"15'-0"1'-0"1FOUNDATION PLANSCALE: 3/16" = 1'-0"A-3ELEVATION - B6'-0"T.O. 6" WALLT.O. FTG.EL. 100'-0"EL. 103'-6"Unexcavated3-1/2" CONC. SLAB6"APPROX. LOCATION OF ELEC PANEL PROVIDE UFER GROUNDING ROD 6'-0"28"24x42 S.H.A32x605'-312"Bath5'-734"8'-8"6'-414"24x93ISLANDTOP SIZE 48x96OVERHANG W/ 2 LEGS 8'-0" 2'-7"3'-038"17'-778"1'-0"CDS13'-10"3'-234"3'-3"3'-612"9'-3516"17'-814"CONDUIT TO CENTER ISLANDKitchen1'-43 4"DWREF.GASRANGE20'-9" 15'-334"4'-0"8'-112"& DISPOSAL.DISHWASHERDISPOSAL W/SWITCH UNDERSINK.3'-9"OVEN WALL 15'-3"4'-0"24'-9"40'-0"14'-3"25'-9"6'-0" 10'-0"WW.I.C.LaundryMasterBathOUTLETSOFTENERDRAINFLOORWATERHEATERFURN.RADON PIPESEE DETAILDMudRoomMech. Room4" CONC. SLAB62 SF7'-1"14'-134"2" BRICK LEDGEEL. 102'-10"2" BRICK LEDGEEL. 103'-0"12'-0" 12'-0"20'-0"12" SONO TUBEEL. 103'-0"12" SONO TUBEEL. 103'-0"2" BRICK LEDGEEL. 103'-0"70'-6"16" x 8" CONC. FTG'S5,000 LB. FOOTINGSTRENGTH MIXELEV. 100'-0"ELEV. 103'-6"TOP OF WALLTOP OF FTG.3'-6"2x6 TREATED BOTTOMPLATE OVER SILL SEALERBEFORE INSTALLING PLATE THEREMUST BE A LAYER OF MASTIC, SILL SEALER AND ANOTHER LAYERMASTIC. 6"2"3-1/2" CONCRETE SLAB 2x6 EXTERIOR WALLSR20 BATT INSULATION1/2" OSB SHEATHINGCONTINUOUS MASTIC24" -#4 REBAR - 3" EMBEDMENTINTO WALL @ 6-0" O.C.CONTINUOUS MASTIC6" POURED CONCRETE WALLSCALE: 3/4" = 1'-0"BUILDING SECTION @ HOUSEA-322" R-10 RIDGIDFOAM INSULATION6 MIL POLY UNDER SLABEXTEND UP TO PLATE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)ELEV. 100'-0"ELEV. 103'-6"TOP OF WALLTOP OF FTG.3'-6"2x4 TREATED BOTTOMPLATE OVER SILL SEALERBEFORE INSTALLING PLATE THEREMUST BE A LAYER OF MASTIC, SILL SEALER AND ANOTHER LAYERMASTIC. 8"4" CONCRETE SLAB 2x4 EXTERIOR WALLS1/2" OSB SHEATHINGCONTINUOUS MASTICCONTINUOUS MASTICSCALE: 3/4" = 1'-0"BUILDING SECTION @ GARAGEA-331/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)8" POURED CONCRETE WALL16" x 8" CONC. FTG'S5,000 LB. FOOTINGSTRENGTH MIX2" BRICK LEDGEELEV. 103'-6"TOP OF WALL4" CONCRETE SLAB 2x6 WALL1/2" DRYWALLSCALE: 1/2" = 1'-0"PASSIVE RADON DETAILA-34CL10'-0" NTS10'-0" NTS3" PERFORATED PIPE6" CLEAR GRAVEL6"LAUNDRY WALL3" SOLID PIPETO ATMOSPHEREUFER GROUNDING RODONE GROUNDING ROD MUST BEPROVIDED. VERIFY SIDE OFGARAGE SIDE: PLACE ROD 4'-0"BACK FROM FRONT CORNER.HOUSE SIDE: PLACE ROD 6'-0"ELECTRICAL SERVICE.BACK FROM FRONT CORNER.UNLESS NOTED DIFFERENTPER BUYERS REQUESTRALEIGH9-30-21UPPER LEVEL PLANA-33 BEDROOM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 GARAGE RIGHT GreatRoomLVPGarage4" CONC. SLAB16'x8' O.H. DOORSLOPE SLAB 2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILTYPICAL GARAGE WALL2x4 STUD WALLS @ 16" O.C. W/INSIDE AND 1/2" SHEATHING - EXT.POLY VAPOR BARRIER & 1/2" GYP. BD.1/2" SHEATHING - EXT.TYPICAL EXT. WALL2'-6"16'-0"2'-6"21'-0"64'-6"5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE@ 24" O.C.PRE-ENGINEERED TRUSSESBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGE27'-6"20'-6"15'-0"6'-6"30"Bedroom #2CARPET(2) 36x60 MULLED6'-6"36"EntryLVP5'-6"A12'-6" 12'-0"13'-0"MasterBedroomCARPETW28"GAS RANGE 37'-0"W.I.C.CARPETLaundryVINYL53 SF (FLR)24x42 S.H.KitchenLVP3'-6"(2) 2x107'-312" 2-2X106'-1014"3'-0"6'-0" 54'-0"15'-3"2-2x10PantryLVP13'-10"32x6024x93ISLANDTOP SIZE 48x96OVERHANG W/ 2 LEGS 40'-0"24"27'-6"(2)2x1032" MTL.DR. S.C.30" 8'-6"(3)30x72 MULLED40'-0"(2) 36x60 MULLEDA7'-1"12'-2"DiningLVP4' BI-FOLDROD & SHELVES7'-712"7'-712"12'-258"12'-258"28"36" DRYWALLOPENING (+96") 8'-434" 7'-8"15'-912" ROD & SHELVES 7'-0" 36" DRYWALLOPENING (+96")8'-412"7'-112"5'-0"6'-6"5'-134"6'-0"7'-3"24'-714"2A-5MasterBathC.T.41 SF (FLR)HallLVPMudRoomVINYLROD & SHELVES5'-412" PANELACCESSATTIC 22x30 ATTIC STORAGE TRUSSESTEMP.3A-31A-532"OUTLETSOFTENERMech. Room4" CONC. SLAB55 SFDRAINFLOORWATERHEATERFURN.(2) 2x10TRUSSES @ 24" O.C.PRE-ENGINEERED ROOF(2) 2x10THERMOSTATFLATFRAMEOSB PLYWOODON CEILING OFMECH ROOM.RADON PIPESEE DETAIL6'-6"DWHOSEBIBPORTAL FRAMEBALLOON FRAME THISWALL TO VAULT LINESOLIDWINDWASH 28"6'-0" x 8'-0" PATIO(2) 2x10CDSCDCDSSSS6'-0"A6'-0"6'-0"6611'-0"1'-0"5'-0" 6'-0" 2'-0"2'-0"667'-0"SOLID SOFFITRR5'-312"BathVINYL32 SF (FLR)28"REF.8'-0" 28"W.I.C.CARPETS32"6'-612"LINEN VAULT4:12VAULT4:1213'-612"B4'-0"36" DRYWALLOPENING(+96")11'-912"A-41FIRST FLOOR PLANSCALE: 3/16" = 1'-0"1ELEVATION - BHallLVP(2) 14" LVL - CONT.(2) 7-1/4" LSL - CONT.DROPPED(2) 7-1/4" LSL - CONT.80" VANITY6'-1"4'-734"4'-2"8'-4"7'-1112"5'-734"4'-8"2'-11" 7'-8" 8'-8"1'-0"6'-414"2'-112"4'-2"6'-414"6'-1014"60"x36"SLIDE IN TUB60x34 FIB. BASE(3) 30x24 FIX-MULLED(2) 9-1/2 LSL7'-0"BPorchCONCRETE& DISPOSAL.DISHWASHERDISPOSAL W/SWITCH UNDERSINK.36" VAN. 24'-21 4" WALLOVEN 3'-51 4"DDDDDDDROUGH-INCEILING FANONE ROW OFTILE ON THE WALL ABOVE THE TUBC.T. WALLS TO 8'16'-10"6'-114"19'-0"4'-0"25'-9"25'-9" x 10'-0"Covered Porch14'-3"10'-0"6666 (2) 9-1/2" LSL - CONT. (2) 9-1/2" LSL - CONT. 2'-0" 4'-0"1'-0"D4' BI-FOLD3'-1112"2'-112"5'-312"BENCH5'-1114"LINEN 2'-814"SOLID SOFFIT2'-10"6'-6"REC2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"FINISHED ROOM SIZESMAIN BATH - VINYLGREAT ROOM - LVPKIT/DINE/ENTRY/HALL/PANTRY - LVP51 SF153 SFMUD ROOM - VINYL84 SFMASTER BEDROOM - CARPET216 SF634 SFMASTER BATH - C.T.82 SFBEDROOM #2 & W.I.C. - CARPET164 SFLAUNDRY - VINYL53 SFMASTER W.I.C. - CARPET63 SFHALL (by master) - LVP30 SFMECH ROOM - 4" CONCRETE SLAB55 SFBE FIELD MEASURED BY TRUSS SUPPLIERTRUSS DESIGN BY MFG. TRUSSES NOTEDWITH DIMENSIONS TO BE VERIFED SHALLALL HEADERS ARE (2) 2x10 TYPICAL UNLESSNOTED OTHERWISE ON PLANS.HEADERS:TRUSSES:RALEIGH9-30-21UPPER LEVEL PLANA-43 BEDROOM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 GARAGE RIGHTHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** SCALE: 1/4" = 1'-0"BUILDING SECTIONA-529'-118"ELEV. 100'-0"ELEV. 103'-6"TOP OF WALLTOP OF FTG.3'-6"TOP OF PLATE1/2" ANCHOR BOLTS @ 6'-0" O.C.PLATE(S) W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL3-1/2" CONCRETE SLABELEV. 103'-6"T.O. 4" CURBELEV. 100'-0"T.O. FTG.ELEV. 112'-7-1/8"3'-6"TOP OF PLATE812412GreatRoomMasterBedroomDiningELEV. 112'-7-1/8"3-1/2" CONCRETE SLABR-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.SCALE: 1/4" = 1'-0"BUILDING SECTIONA-519'-118"ELEV. 100'-0"ELEV. 103'-6"TOP OF WALLTOP OF FTG.3'-6"TOP OF PLATE1/2" ANCHOR BOLTS @ 6'-0" O.C.PLATE(S) W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL4" CONCRETE SLABELEV. 103'-6"T.O. 4" CURBBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLGarageELEV. 100'-0"T.O. FTG.DIAG. WIND BRACINGAS REQUIRED3-1/2" CONCRETE SLABTOP OF PLATE812ELEV. 111'-7-1/8"ELEV. 112'-7-1/8"Bedroom #2EntryR-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.4" BRICK LEDGE COLUMNS AT GARAGE ONLY3'-6"16" x 8" CONC. FTG'S5,000 LB. FOOTINGSTRENGTH MIXELEV. 100'-0"ELEV. 103'-6"TOP OF WALLTOP OF FTG.3'-6"2x6 TREATED BOTTOMPLATE OVER SILL SEALERBEFORE INSTALLING PLATE THEREMUST BE A LAYER OF MASTIC, SILL SEALER AND ANOTHER LAYERMASTIC. 3-1/2" CONCRETE SLAB 2x6 EXTERIOR WALLSR20 BATT INSULATION1/2" OSB SHEATHINGCONTINUOUS MASTIC24" -#4 REBAR - 3" EMBEDMENTINTO WALL @ 6-0" O.C.CONTINUOUS MASTICSCALE: 3/4" = 1'-0"BUILDING SECTION @ HOUSEA-531/2" SHEATHING FOREXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISEMIN. 6" ENERGY HEALTOP OF PLATEELEV. 112'-7-1/8"9'-118"4 MIL. POLY V.B.5/8" GYP. BD. OVERINSULATIONR=49 F.G. BATT1'-6"8"VENTSOFFIT8126"2"6" POURED CONCRETE WALL2" R-10 RIDGIDFOAM INSULATION6 MIL POLY UNDER SLABEXTEND UP TO PLATE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESRALEIGH9-30-21SECTIONS & DETAILSA-53 BEDROOM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 Main Level Member Name Results Current Solution Comments Great Room Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Garage 16' OHD Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Front Porch (H) Dropped Beam Passed 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL Front Porch (V) Dropped Beam Passed 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL Dining Room Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #2 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Drop Rear Porch (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 17857 Graphite Lane, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 6/1/2022 11:00:38 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company(952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2 File Name: 17857 Graphite Lane, Lakeville, MN Youngfield - Raleigh B17857 Graphite Lane, Lakeville, MN6/1/22; #25573 Page 1 / 8 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1088 @ 1 1/2"3825 (3.00")Passed (28%)--1.0 D + 1.0 S (All Spans) Shear (lbs)810 @ 1' 1/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2042 @ 4'3946 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.031 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.080 @ 4'0.387 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 Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"668 420 1088 None 2 - Trimmer - SPF 3.00"3.00"1.50"668 420 1088 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)8' o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 7.0 -- 1 - Uniform (PLF)0 to 8'N/A 160.0 105.0 Gable & 3' Roof 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 9/30/21. 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 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/1/2022 11:00:38 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17857 Graphite Lane, Lakeville, MN Youngfield - Raleigh B17857 Graphite Lane, Lakeville, MN 6/1/22; #25573 Page 2 / 8 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2339 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1943 @ 1' 5"10707 Passed (18%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9505 @ 8' 4 1/2"27897 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.118 @ 8' 4 1/2"0.550 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.313 @ 8' 4 1/2"0.330 Passed (L/632)--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/600). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1460 879 2339 None 2 - Trimmer - SPF 3.00"3.00"1.50"1460 879 2339 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)16' 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 14.3 -- 1 - Uniform (PLF)0 to 16' 9"N/A 160.0 105.0 Snow - Gable End 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 9/30/21. 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 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 6/1/2022 11:00:38 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17857 Graphite Lane, Lakeville, MN Youngfield - Raleigh B17857 Graphite Lane, Lakeville, MN 6/1/22; #25573 Page 3 / 8 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3303 @ 11' 2 3/4"13956 (5.50")Passed (24%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1604 @ 10' 4 3/4"6031 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-3248 @ 11' 2 3/4"7156 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.206 @ 5' 3 13/16"0.363 Passed (L/635)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.323 @ 5' 3 7/16"0.545 Passed (L/404)--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). •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 Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"510 847 1357 None 2 - Column - SPF 5.50"5.50"1.50"1260 2043 3303 Blocking 3 - Trimmer - SPF 3.00"3.00"1.50"224 474 698 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)18' 6" o/c Bottom Edge (Lu)18' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 5 3/4"N/A 7.9 -- 1 - Uniform (PSF)0 to 18' 5 3/4" (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 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 9/30/21. 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 (H) Dropped Beam 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/1/2022 11:00:38 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17857 Graphite Lane, Lakeville, MN Youngfield - Raleigh B17857 Graphite Lane, Lakeville, MN 6/1/22; #25573 Page 4 / 8 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)453 @ 6' 1 1/2"7613 (3.00")Passed (6%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)316 @ 1' 10"6031 Passed (5%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)538 @ 3' 7 9/16"7156 Passed (8%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.011 @ 3' 7"0.171 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.018 @ 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. • 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 Total Accessories 1 - Column - SPF 5.50"5.50"1.50"249 384 633 Blocking 2 - Trimmer - SPF 3.00"3.00"1.50"176 277 453 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 3" o/c Bottom Edge (Lu)6' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 7.9 -- 1 - Uniform (PSF)0 to 6' 3" (Front)3'20.0 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 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 9/30/21. 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 (V) Dropped Beam 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/1/2022 11:00:38 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17857 Graphite Lane, Lakeville, MN Youngfield - Raleigh B17857 Graphite Lane, Lakeville, MN 6/1/22; #25573 Page 5 / 8 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4882 @ 1 1/2"7613 (3.00")Passed (64%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3610 @ 1' 1/2"7902 Passed (46%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9162 @ 4'11985 Passed (76%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.187 @ 4'0.258 Passed (L/497)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.297 @ 4'0.387 Passed (L/314)--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 Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.92"1802 3080 4882 None 2 - Trimmer - SPF 3.00"3.00"1.92"1802 3080 4882 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)8' o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 -- 1 - Uniform (PSF)0 to 8'22'20.0 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 9/30/21. 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) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/1/2022 11:00:38 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17857 Graphite Lane, Lakeville, MN Youngfield - Raleigh B17857 Graphite Lane, Lakeville, MN 6/1/22; #25573 Page 6 / 8 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1420 @ 1 1/2"3825 (3.00")Passed (37%)--1.0 D + 1.0 S (All Spans) Shear (lbs)974 @ 1' 1/4"2872 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2134 @ 3' 3"3946 Passed (54%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.026 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.054 @ 3' 3"0.313 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 Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"738 683 1421 None 2 - Trimmer - SPF 3.00"3.00"1.50"738 683 1421 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 6' 6"N/A 160.0 105.0 Gable & 3' Roof 2 - Uniform (PSF)0 to 6' 6"3'20.0 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 9/30/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bedroom #2 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/1/2022 11:00:38 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17857 Graphite Lane, Lakeville, MN Youngfield - Raleigh B17857 Graphite Lane, Lakeville, MN 6/1/22; #25573 Page 7 / 8 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4390 @ 9' 6 1/4"8181 (5.50")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2842 @ 1' 3"7902 Passed (36%)1.15 1.0 D + 1.0 S (Alt Spans) Moment (Ft-lbs)8106 @ 4' 10 11/16"11985 Passed (68%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.223 @ 4' 11"0.306 Passed (L/494)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.354 @ 4' 11"0.459 Passed (L/312)--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. • 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 Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.57"1416 2401 3817 Blocking 2 - Stud wall - SPF 5.50"5.50"2.95"1633 2756 4389 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 6" o/c Bottom Edge (Lu)10' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 10' 6" (Front)14'20.0 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 9/30/21. 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 Rear Porch (V) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/1/2022 11:00:38 PM UTCJeffrey Doty, Design SupervisorLyman Lumber Company (952) 470-4866jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17857 Graphite Lane, Lakeville, MN Youngfield - Raleigh B17857 Graphite Lane, Lakeville, MN 6/1/22; #25573 Page 8 / 8 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:1-1-23 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, 2023. 2023 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 2023© City: ofSheet: Drawing Date: Project Number: 150 3.001 January 1, 2023 S0 2023 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 2023© City: ofSheet: Drawing Date: Project Number: 151 3.001 January 1, 2023 S1 2023 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 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 2023© City: ofSheet: Drawing Date: Project Number: 152 3.001 January 1, 2023 S2 2023 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 2023© City: ofSheet: Drawing Date: Project Number: 153 3.001 January 1, 2023 S3 2023 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$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 154 3.001 January 1, 2023 S4 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 2023© City: ofSheet: Drawing Date: Project Number: 155 3.001 January 1, 2023 S5 2023 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$QZ 5JCMQRGG/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4 x 5'-0" HOOKS @ 24" O.C. EMBEDDED IN FOUNDATION WALL & CAST INTO SLAB (MAY REDUCE 2'-0" LEG LENGTH & DRILL IN & EPOXY 8" MIN. INTO FOUNDATION WALL) 3'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT)2'-0" COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 156 3.001 January 1, 2023 S6 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 2023© City: ofSheet: Drawing Date: Project Number: 157 3.001 January 1, 2023 S7 2023 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)7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40)8'-0" OR LESS9'-0" MAX.10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 158 3.001 January 1, 2023 S8 2023 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 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 2023© City: ofSheet: Drawing Date: Project Number: 159 3.001 January 1, 2023 S9 2023 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 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1510 3.001 January 1, 2023 S10 2023 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 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1511 3.001 January 1, 2023 S11 2023 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 2023© City: ofSheet: Drawing Date: Project Number: 1512 3.001 January 1, 2023 S12 2023 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 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 2023© City: ofSheet: Drawing Date: Project Number: 1513 3.001 January 1, 2023 S13 2023 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 2023© City: ofSheet: Drawing Date: Project Number: 1514 3.001 January 1, 2023 S14 2023 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 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 2023© City: ofSheet: Drawing Date: Project Number: 1515 3.001 January 1, 2023 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE &TGYU%QPETGVG+PE COPYRIGHT HANSON GROUP, LLC 2021©DescriptionDateRevisionOctober 18, 2021Project Number:Date:1.554S11Sheets: of1Youngfield Homes, Inc.22260 Dodd BoulevardLakeville, MN 55044Single Family Residence17817 Graphite LaneLakeville, MN3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Print Name:Signed: License Number:11-2-21Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.Garrett Brunell52600S1FRAMING DETAILGARAGE FRONT PORTAL FRAME2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.INTERIOR BEARING WALLINTERIOR NON-BEARING WALLTHIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.BRACED WALL CONNECTION(ROOF TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLEXTERIOR BEARING WALLINDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIORFACE IN ACCORDANCE w/ NOTE 2. PROVIDE INCREASED FASTENINGREQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BECONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTHFACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3, SPACED AT 4"O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWNBELOW.MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLANBRACEDWALL LINEBRACED WALL LINEBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE BRACED WALL LINE CONSTRUCTGARAGE PORTALFRAME AS SHOWNIN 2/S1(4.6-FT)(3.5-FT)(3.5-FT)(4-FT)(3.2-FT)(4-FT) (4-FT)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.8.COVERED ENTRY PORCH AND COVERED REAR PORCH ARE CONSIDERED BY THE HANSON GROUP TO BENON-ESSENTIAL, PRIMARILY OPEN STRUCTURES AND ARE NOT PART OF THE MAIN WIND FORCE RESISTING SYSTEM.PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)REPRESENTSFIGURER602.10.8.2(3)ROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPOST-INSTALLED HOLDOWN OPTIONS3S1FRAMING DETAIL16'-3"±9'-118" ±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x4/2x6 BEARING STUD & (1) 2x4/2x6FULL HEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROM CENTEROF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x4/2x6 BEARING STUDS MIN.PROVIDE 2x4/2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-412"±2'-412"±SIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORCONCRETEFOUNDATIONBELOW(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)Plan Updates11-2-211(4.6-FT)(5.4-FT)13'-2"± MAX.(4-FT) 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 17857 Graphite Ln, Lakeville HVAC Load Calculations for Country Joe Homes 22260 Dodd Blvd Lakeville, MN 5504 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-319-4200 Thursday, June 2, 2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17857 Graphite Ln, Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:17857 Graphite Ln, Lakeville Designed By:Jake Ryan Project Date:6/2/2022 Project Comment:Raleigh Client Name:Country Joe Homes Client Address:22260 Dodd Blvd Client City:Lakeville, MN 5504 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:651-319-4200 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South 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:803 CFM Per Square ft.:0.453 Square ft. of Room Area:1,773 Square ft. Per Ton:826 Volume (ft³):15,958 Building Loads Total Heating Required Including Ventilation Air:44,224 Btuh 44.224 MBH Total Sensible Gain:20,467 Btuh 79 % Total Latent Gain:5,288 Btuh 21 % Total Cooling Required Including Ventilation Air:25,755 Btuh 2.15 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\17857 Hamburg Ave, Lakeville - Heat Calc.rh9 Thursday, June 2, 2022, 3:10 PM NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is required for “Construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,” (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. “Permittees must ensure a trained person will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ inch in 24 hours,” (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ Company: ___________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: __________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 952-215-6391 rjarvi@countryjoehomes.com Rob Jarvi Youngfield Homes Rob Jarvi Youngfield Homes 952-215-6391 rjarvi@countryjoehomes.com University of Minnesota 05/31/24 Steve Sauber 17857 Graphite Lane 03/20/23