Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LA201020-17984 Granite Ct Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: FIRST FLOORTOTAL3,211 SF1,967 SF--GARAGEBASEMENTFLOOR AREA (OUTSIDE DIMS)FINISHED-1,244 SF459 SF531 SFUNFINISHEDSIDEWALK46 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,658 SF440 SF200 AMP SERVICEGARAGE RIGHTLOOKOUTSUMMERS CREEK VILLASLOT 25, BLOCK 5 17984 GRANITE COURTJAMIE DAHLENLAKEVILLE, 550442x4 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"E9'-6" OFF LANDINGF5'-0"NOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER2018 BUILDING CODE2020 ENERGY CODEFRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLSRRGarage4" CONC. SLABPorchCONCRETE6666667'-0"7'-8"5'-0"4'-0"SIDEWALK 46 SFMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"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"3'-21 4"SHEETROCKTILE6"LINE OF MANTLELINE OFLINE OFFIREPLACESHEETROCK4'-8"1'-5"4'-112"4'-112"1'-434"1'-434"3'-6"4'-518"4'-8"6'-312"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"2'-714"7'-314"7'-314"B30x24 FIXEDB10'-6"BUILT-INS30x24 FIXED(2) 2x10BUILT-INS(2) 2x104'-112"3'-134"4'-112"3'-134"2'-434"GreatRoomBUILT-INSBUILT-INSA-09-13-21COVER SHEETLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 NORWOOD 3 BEDROOM RAMBLER 2JANUARY 25, 20223FEBRUARY 2, 20224FEBRUARY 7, 20225FEBRUARY 10, 20226FEBRUARY 28, 20227MARCH 30, 20228APRIL 6, 2022Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/14/2022dmathews 147.64 SF54.48 SFSTONEFRONT50.00%%HARDIE LAP18.45%SIDES & REAR ARE 100%HARDIE LAP - 7" EXPOSURE.MATERIALST.O. FTG.EL. 104'-4"EL.100'-0"TOP OF FTG1ST FLOORTOP OF PLATEELEV. 109'-6-1/8"ELEV. 118'-7-1/4"9'-118"BOTH GARAGE PIERSFOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHING8'-0"16'-0"HARDIE LAP1'-6"21'-0"13'-0"FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.5-1/2" TRIM AROUNDFRONT DOOR & WINDOWS6:12121212126:12WINDOW IN GABLE24x24 FIXED SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES)6" FREIZE BOARD18" DEEP EYEBROW12" RAKES @ FRONT ELEVATION27'-0"6:126:12HARDIE ON ALL 4 SIDES295.24 SFTOTALBOARD & BATTEN93.12 SF31.55%1'-0"6'-0"A-11FRONT ELEVATIONSCALE: 1/4" = 1'-0"4'-7" 5'-2"CONCRETE PORCHA-19-13-21FRONT ELEVATIONLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 NORWOOD 3 BEDROOM RAMBLER 2JANUARY 25, 20223FEBRUARY 2, 20224FEBRUARY 7, 20225FEBRUARY 10, 20226FEBRUARY 28, 20227MARCH 30, 20228APRIL 6, 2022 SCALE: 1/8" = 1'-0"REAR ELEVATION1A-2TOP OF PLATE1ST FLOOR2LEFT ELEVATIONSCALE: 1/8" = 1'-0"A-23RIGHT ELEVATIONSCALE: 1/8" = 1'-0"A-2TOP OF FTGELEV. 103'-6"T.O. WALLEL.100'-0"ELEV. 110'-6-1/4"ELEV. 119'-9-3/8"1'-0"1'-6"1'-6"1'-0"12:121'-6"1'-0"SCALE: 1/8" = 1'-0"ROOF PLANA-24HARDIE ON ALL 4 SIDES1212HARDIE ON ALL 4 SIDES61212:121'-6"1'-0"HARDIE ON ALL 4 SIDES6121ST FLOORTOP OF PLATEELEV. 110'-6-1/4"ELEV. 119'-9-3/8"12:1212:126:126:126:126:1212:1212:1212:1212:1266 66 66 4'-6"ALL FRONT GABLES ARE @ 12:12 PITCH1'-0"8" TRIM BOARD8" TRIM BOARD13 ROOF VENTSA-29-9-21ELEVATIONSLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 NORWOOD 3 BEDROOM RAMBLER 2JANUARY 25, 20223FEBRUARY 2, 20224FEBRUARY 7, 20225FEBRUARY 10, 20226FEBRUARY 28, 20227MARCH 30, 20228APRIL 6, 2022 A-31BASEMENT PLAN - ELEV. BSCALE: 3/16" = 1'-0"90 x 42 SLIDER(3) 1-3/4" x 9-1/2" LSLD(2) 1-3/4" x 9-1/2" LSL 60 x 42 SLIDERFLUSH(3) 18" LVLD(3) 2x1060 x 42 SLIDER30x30x12 FOOTINGW/ (4) 2x630" 30" 30" 30" 30"30x30x12 FOOTINGSW/ A 5x7 PSL18" FLOOR TRUSSES - SEE EWP PLAN FOR SPACING 18" FLOOR TRUSSES - SEE EWP PLAN FOR SPACING 9'-0" TALL FOUNDATION WALL30"18'-1114" 54'-0" 36'-31 2"17'-81 2" 17'-414"WATERHEATERFURN.SCDDRAINFLOORWALL TO ALLOW24" VOID UNDERFOR SEWER2'-0"VOIDUnexcavated4" CONC. SLABT.O. SLABVARIESBedroom #3CARPETBedroom #4CARPETUnfinishedStorage4" CONC. SLAB284 SQ. FT. OF SLAB(2) 2x1032"Family RoomCARPETMech. Room4" CONC. SLAB173 SQ FT OF SLAB20" FLOOR TRUSSES - SEE EWP PLAN FOR SPACING 4 Season PorchAbove2 x 10 DECK JOISTS @ 16" O.C.5-1/4" x 9-5/8" GLULAM - FLUSH(2) 2x10BathVINYL41 SF. FLOORINGW.I.C.CARPETHallCARPETSCDSSWINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 24" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.40'-0"16'-0"10'-6"13'-6"12'-0" 58'-8" 22'-2"10'-312"7'-314" 1'-1034" 18'-1114" 70'-8" 12'-0" 4'-412"14'-634"6'-8"5'-9"4'-534"7'-114"14'-634"11'-7"12'-5"12'-034" 4'-134"5,000 LB. FOOTINGSTRENGTH MIX.8"x20" CONCRETE19'-0"UPStairsCARPETT.O. SLABEL. 100'-4"T.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 100'-0"18" FLOOR TRUSSES - SEE EWP PLAN FOR SPACING OUTLETSOFTENERS6'-738"5'-958"5'-912"5'-912"7'-7"8'-5"DROD & SHELVESROD & SHELVEST.O. FTG.EL. 96'-4"T.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 100'-0"8'-61 2" 4'-314"4'-314" 8'-9"7'-2"13'-0"6'-0"4'-8"19'-8"16'-3" M.O.2'-412"20'-4"8'-8"13'-6"2" BRICK LEDGEELEV. 107'-8"EL. 104'-4"T.O. FTG.EL. 109'-0"T.O. 6" CURBEL. 104'-4"T.O. FTG.EL. 107'-8"T.O. 8" WALLEL. 109'-0"T.O. 6" CURB4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED8x8 POST4'-7"11'-2"6'-5"T.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 100'-0"18" FLOOR TRUSSES - SEE EWP PLAN FOR SPACING FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDT.O. FTG.EL. 96'-4"10'-0"6'-0" 6'-0"1'-012"72'-0"5'-0" BI-FOLDUnexcavated4" CONC. SLAB2" BRICK LEDGEELEV. 106'-4"(2) 2x10(3) 1-3/4" x 11-7/8" LSL - FLUSH8x8 POST6x6 POST2'-6"5'-0" BI-FOLDAPPROX. LOCATION OF ELEC PANEL PROVIDE UFER GROUNDING ROD 4'-0"SUMP60x343'-734"36" VANITYEXTEND TO PORCH LEVEL6" CONCRETE WALLELEV. 107'-0"VERIFY DEPTH OF FOOTINGSA MIN. OF 42" FROST DEPTHFOR CONC. STOOP (MAINTAIN)2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDFINISHED ROOM SIZESBEDROOM #4 & W.I.C.MECHANICAL STAIRFAMILY ROOM BATH 207 SF86 SF74 SF210 SF642 SFSTORAGE324 SFHALL63 SFBEDROOM #3169 SFTOTAL1,775 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"SECTION @ MECH. ROOM2A-3SCALE: 3/4" = 1'-0"118" RIM18" FLOOR TRUSSES2x6 WALLMECHANICAL ROOMFINISHED BASEMENT18" FLOOR TRUSSESUFER 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 REQUESTA-312-08-21BASEMENT PLANLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 NORWOOD 3 BEDROOM RAMBLER 2JANUARY 25, 20223FEBRUARY 2, 20224FEBRUARY 7, 20225FEBRUARY 10, 20226FEBRUARY 28, 20227MARCH 30, 20228APRIL 6, 202230" minimum for porch roof,porch floor, and deck loads.BWPsAboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. DiningGreatRoomMasterBedroom(2) 1-3/4" x 9-1/2" LSL5-1/4" x 9-5/8" GLULAM - FLUSH8x8 POST8x8 POST6x6 POST15'-4"13'-7"11'-9"1-3/4" x 18" LVLNOTCHED INTO WALL FOR DECK SUPPORT20" FLOOR TRUSSES 19.2" O.C. 2x10 DECK JOISTS @ 16" O.C. DECKING SHOULD BE DOWN 4" FROM THE FIRST FLOOR (3) 1-3/4" x 11-7/8" LSL11'-8"12" SONO TUBE24" FLAIR AT BOTTOMBELOW GRADEBE A MIN. OF 60"ALL FOOTINGS TO 28'-11"2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATED5/4" DECKING3-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATED4 SeasonPorchDiningGreatRoomMasterBedroom4 SeasonPorchCARPET13'-6" x 12'-0"DeckTREX7'-0" CASEDOPENING32"ISPD 2968ANDERSEN(2) 36x66 SHBMULLED(2) 36x66 SHBMULLED(2) 36x66 SHBMULLED(2) 1-3/4" x 9-1/2" LSL(2) 1-3/4" x 9-1/2" LSL(3) 1-3/4" x 9-1/2" LSL - FULL LENGTH OF WALL (3) 1-3/4" x 9-1/2" LSL - FULL LENGTH OF WALL(3) 1-3/4" x 9-1/2" LSLFULL LENGTH OF WALL@ 24" O.C.PRE-ENGINEERED TRUSSESWESTBURY RAILING SYSTEM3'-4"5'-0"5'-2"5'-2"5'-0"1'-10" 2 x 10 DECK JOISTS @ 16" O.C.13'-6"12'-0"HOLDER REQUIRED TOANCHOR STRAP OR POSTSLOPE TO OF PIERCONCRETE PIER FOOTING512"POST6x6 DECK SUPPORT60"1'-0"FLARE BOTTOM OF FOOTINGTO A MINIMUM DIAMETER OF 24"CONNECT POST TO FOOTING3POST & PIER DETAILDECKSCALE: 1/2" = 1'-0"& A MINIMUM OF 12" DEEP2'-0"ELEV. 110'-8-1/4"1ST FLOOR3 4"2x10 JOISTS @ 16" O.C.2x10 DECK LEDGERDTT1Z DECK TENSION TIEDECK LEDGER HANGER4"4LATERAL LOAD CONNECTION DETAILDECKSCALE: 3/4" = 1'-0"BOLT THROUGH BLOCKING1-3/4" X 18" LVL18" FLOOR TRUSSES @ 16" O.C.T.O. DECKING3'-0" 312"T.O. RAILING312"4"5RAILING DETAILSDECKSCALE: 3/8" = 1'-0"4" SPHERE CANNOT PASSWESTBURY RAILING SYSTEM1ST FLOORELEV. 110'-6-1/4"117 8"20" FLOOR TRUSSES @ 16" O.C.1'-0"1'-6"USE APPROVED HANGERSFOR ACQ LUMBER8-1/8" TOP LOADPOST TO BEAMCONNECTION REQUIREDALL FOOTINGS TO BE A MIN. OF 60"BELOW GRADEPOST TO FOOTINGCONNECTION REQUIREDROOF VENTS = 1/300 SQ. FT.ROOF TRUSSES @ 24" O.C.SHINGLES TO MATCH EXISTING15# FELT1/2" ROOF SHEATHINGICE & WATER SHEILD REQUIRED12'-0"4 SEASON PORCHTOP OF PLATEELEV. 119'-9-3/8"117 8"A-49-13-21FIRST FLOOR PLANLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 NORWOOD 3 BEDROOM RAMBLER6PORCH SECTIONDECKSCALE: 1/4" = 1'-0"1FOOTING LAYOUTDECKSCALE: 3/16" = 1'-0"2DECK LAYOUTDECKSCALE: 3/16" = 1'-0"2JANUARY 25, 20223FEBRUARY 2, 20224FEBRUARY 7, 20225FEBRUARY 10, 20226FEBRUARY 28, 20227MARCH 30, 20228APRIL 6, 202230" minimum for porch roof,porch floor, and deck loads.Revis PLA LOC ELE Y CONTINUOUS LSL/LVL BEAM TO SUPPORTVERTICAL LOADS BY SUPPLIER (514"WIDTH & MIN. 1114" DEPTH REQ'D)8'-0" MAX. SINGLE SHEET TYP.SIMPSON ABU66 POSTBASE w/ 58"Ø x 8"SIMPSON TITEN HDSCREW-IN ANCHOR6x6 POSTCONCRETE PIERFOOTINGS BYOTHERS, SEE HOUSEPLANSCROSS HATCH AREAS INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDES OF POSTS & 34" OR THICKER PLYWOOD OR OSBSHEATHING APPLIED TO INTERIOR SIDES OF POSTS(NAIL SHEATHING AROUND PERIMETER w/ (2) ROWS 8dNAILS @ 3" O.C. STAGGERED)716" OR THICKER PLYWOODOR OSB SHEATHINGAPPLIED TO EXTERIORSIDES OF POSTSFLUSH BEAMPROVIDE LAYER/S OFPLYWOOD/OSB TOFLUSH OUT BEAM w/POST34" OR THICKER PLYWOOD OR OSBSHEATHING APPLIED TO INTERIOR SIDESOF POSTS (INSTALL PRIOR TO FLOORTRUSSES/BEAMS)1'-0"±1'-0"±LENGTH OF CONTINUOUS HEADER1'-112"±1'-112"±FASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT STUDEACH END OF HEADER(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.LARGER HATCHED AREAINDICATES 716" OR THICKERPLYWOOD OR OSBSHEATHING APPLIED TOEXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGPATTERNFASTEN STUDS TO BEAM w/SIMPSON MSTC40 STRAPNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF WALL HEIGHT ASREQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"CENTER BEARINGSTUDS BY SUPPLIERCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(312" WIDTH & MIN. 912" DEPTH REQ'D)NAIL SHEATHING TOBEAM w/ 8d NAILS @ 3"O.C. EA. WAY TYP.BEAR NEIGHBORINGBEAM 3"FASTEN INCOMING BEAM w/ CONCEALEDFLANGE HANGER BY SUPPLIER ORPROVIDE SEPARATE BEARING OVER PIERAS REQ'D DW WASHDRY58'-8" 22'-2" 9'-63 4"11'-7" 2'-0" 15'-41 4" 70'-8" 12'-0"40'-0"16'-0"10'-6"13'-6"12'-0" 5'-1112"16'-3"31'-912" 2'-71 4" 31'-91 2" 7'-314"7'-314"DNREF.54'-0" 3'-61 4" 2'-61 2"8"5'-31 2"13'-81 2"DiningWOODB@ 24" O.C. PRE-ENGINEERED TRUSSES WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 24" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.KitchenWOOD42 x 60ISLANDTOP SIZE 64 x 82BathC.T.29 SF FLOORINGROD & SHELVES7'-414"RAILING W/ NEWEL POSTSGreatRoomWOOD(2) 36x60 SH-MULLEDHallWOODLINEN4'-212"8'-234" 3'-1112"3'-1112"19'-0"2'-6"16'-0"EntryWOOD8'-612"6'-6"6'-6"13'-0"6'-0"2'-6"40'-0"NO HEARTHFIREPLACE Den/Bedroom #2CARPET5'-312"6'-734"ROD & SHELVESMasterW.I.C.CARPETLaundryC.T.38 SF (FLR)S24"34" VANITY32 X 60 36"C16'x8' O.H. DOOR(3) 18" LVLPORTAL FRAMING2x6 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. WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGEPANEL ACCESSATTIC 22x30 5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE@ 24" O.C. PRE-ENGINEERED TRUSSESGarage4" CONC. SLABMudRoomWOOD36" 3'-8" CLR.MasterBedroomCARPET36"28"10'-234"StairsCARPETMasterBathC.T.58 SF FLOORING24x48 S.H.(2) 2x10 4 SeasonPorchCARPETASOLID SOFFIT(2) 9-1/2" LSL2'-114"2'-114"13'-6" x 12'-0"DeckWOOD28"(2) 2x10(2) 36x66 SH - MULLEDB10'-11 2" (2) 24x42 SH MULLED (2) 2x10B PorchCONCRETE8'-8" 88" VANITY 36'-6"28"32" PKT. 32" PKT.FLOOR DRAIN5'-134" 6'-0" 4'-0"2'-0"1'-4"10'-4"1'-4"30x24 FIXEDB10'-6" BUILT-INS 30x24 FIXED 7'-0" CASEDOPENING4'-0"2'-134"7'-0"32"ISPD 2968ANDERSEN(2) 2x10 BUILT-INS (2) 2x10 6'-434"2'-134"2'-0"(2) 36x66 SH3'-214"C.T. WALLS& BASE24" FLOORDRAIN FULL GLASS WALL 3'-0" 4'-112"3'-134"4'-112"3'-134" 2'-734"3'-11"2'-3"5'-1112"4'-6" 13'-6"2"44x22 BENCH4'-0" 8'-634"4'-0"54" DRYWALLOPENING ROD & SHELVESB30"2'-0"7'-738"MULLED5'-6"4'-6" (2) 36x66 SHBMULLED 4'-434"7'-212"4'-434"5'-834"8'-0"4'-6" 72'-0"666 66 61'-4"36" WIDE CUPBOARDTALL 28" 1'-4" LINEN SHELVINGSTACKEDBY OWNER(2) 36x66 SHBMULLED1'-1014"VALVE 3'-9"FALSE HEADER21'-314"15'-1014"36" x 14"NICHE 6'-10"5'-4"1'-812"1'-812"6'-134"21'-0"6'-1014"3'-812"3'-212"2'-412"1'-8"WROUGHT-IRON30"30 " 7'-1014"7'-6"4'-534"(2) 36x66 SHBMULLED(2) 36x66 SHBMULLED(2) 1-3/4" x 9-1/2" LSL(2) 1-3/4" x 9-1/2" LSL(2) 1-3/4" x 9-1/2" LSL(2) 1-3/4" x 7-1/4" LSL(2) 1-3/4" x 7-1/4" LSL(3) 1-3/4" x 9-1/2" LSL - FULL LENGTH OF WALL (3) 1-3/4" x 9-1/2" LSL - FULL LENGTH OF WALL(3) 1-3/4" x 9-1/2" LSLFULL LENGTH OF WALL@ 24" O.C.PRE-ENGINEERED TRUSSES4'-4" 4'-5"PantryWOOD28"28"ROD & SHELVESW.I.C.WOOD2'-912"3'-712"7'-3"1'-934"DR. S.C.32" MTL.(2) 1-3/4" x 9-1/2" LSL2'-10" ZERO ENTRY 2x6 WALL2x6 WALL12" SHELF16" SHELFFINISHED ROOM SIZESMASTER BATH & LINENLAUNDRYSTAIRGREAT/DINE/KITCH (627 FLR) MASTER W.I.C.658 SFMUDROOM & W.I.C.HALL & LINENMASTER BEDROOM225 SFENTRY / LINENBATHDEN / BEDROOM #24 SEASON PORCHPANTRY101 SF54 SF25 SF21 SF55 SF181 SF46 SF45 SF137 SF220 SF177 SFMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"2x4 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'-11-3/8A-49-13-21FIRST FLOOR PLANLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 NORWOOD 3 BEDROOM RAMBLERFIRST FLOOR PLANSCALE: 3/16" = 1'-0"A-412JANUARY 25, 20223FEBRUARY 2, 20224FEBRUARY 7, 20225FEBRUARY 10, 20226FEBRUARY 28, 20227MARCH 30, 20228APRIL 6, 2022Temper2.5ConnectionsShearwall555PFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). R-49 ROOF INSULATION1BUILDING SECTION - ELEV-BA-5SCALE: 1/4" = 1'-0"ELEV. 100'-0"TOP OF FOOTINGTOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8-1/4"1ST FLOOR9'-0"Family RoomStairsCARPETELEV. 119'-9-3/8"TOP OF PLATEBath9'-11 8"18" FLOOR TRUSSES18'-012"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED3/4" OSB FLOOR SHEATHINGMasterBathLinenHallGreat Room11'-0"9'-634"SILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS @ 6'-0" O.C.PRESSURE TREATED 2x69'-0" WALLS - (1) 2x6 TOPSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLY. CAULKFOR RADON PROTECTION1'-6"1'-6"Dining RoomMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"A-59-13-21SECTIONLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 NORWOOD 3 BEDROOM RAMBLER 2JANUARY 25, 20223FEBRUARY 2, 20224FEBRUARY 7, 20225FEBRUARY 10, 20226FEBRUARY 28, 20227MARCH 30, 20228APRIL 6, 2022 BUILDING SECTION1A-6SCALE: 1/2" = 1'-0"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8-1/4"1ST FLOOR9'-11 8" 34"2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BDUCTSPACEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.1'-6" 11 2"5,000 LB. FOOTINGSTRENGTH MIXMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDINGWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-PROOFING2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYBOISE RIM BOARD1-1/8" OSB RIM BOARD(R-20)SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONMIN. 6" ENERGY HEAL1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISESHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVES3) APPLY ABOVE GRADEFOUNDATION COATINGPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL8'-4" WALLS - (1) 2x6 TOP PLATE FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.18" FLOOR TRUSSESRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDR-20 SPRAY FOAM @ RIMA-69-13-21SECTIONRAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM NORWOOD 2JANUARY 25, 20223FEBRUARY 2, 20224FEBRUARY 7, 20225FEBRUARY 10, 20226FEBRUARY 28, 20227MARCH 30, 20228APRIL 6, 2022 S1FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±10'-938"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x4 / 2x6 BEARING STUD & (1) 2x4 / 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x4 / 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x4 / 2x6 INFILL WALL ABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVE OPTIONS)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN.EMBED) w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)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.CONTINUOUS HEADER TO SUPPORTVERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-412"±2'-412"±COPYRIGHT HANSON GROUP, LLC 2022©DescriptionDateRevisionFebruary 21, 2022Project Number:Date:1.590S11Sheets: of13407 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:License Number:Garrett Brunell2-21-2252600Date:Dahlen Residence17984 Granite CourtLakeville, MNSigned: 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.MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANYoungfield Homes, Inc.22260 Dodd BoulevardLakeville, MN 55044SCOPEDESIGN 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. MAX.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.THE COVERED ENTRY AND DECK ARE CONSIDERED BY THE HANSON GROUP TO BE PRIMARILY OPEN, NON-ESSENTIALSTRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODEREQUIRED LEDGER TENSION AND POST UPLIFT CONNECTIONS.2x4 BLOCKING BETWEENTRUSSES NAILED TO TOPPLATES w/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH JOIST TOTOP PLATE w/ (3) 0.131"Øx 3" TOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"INTERIOR BEARING WALLINTERIOR NON-BEARING WALLPROVIDE FULL DEPTHBLOCKING BETWEENJOISTS NAILED TO TOPPLATES w/ (3) 0.131"Ø x3" NAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/0.131"Ø x 3"TOENAILS @ 6" O.C.PROVIDE JOISTDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.THIS 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.NAIL EACH TRUSS TO TOPPLATE w/ (3) 8d TOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TO TOPPLATES w/ (3) 0.131"Ø x 3"NAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE 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" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS @6" O.C.NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS @ 6"O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/ 0.131"Øx 3" NAILS @ 6"O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"ROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 0.131"Ø x 3"NAILS EACHNAIL EACH JOISTTO TOP PLATES w/(3) 0.131"Ø x 3"TOENAILSNAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSSTO TOP PLATES w/(3) 0.131"Ø x 3"TOENAILSNAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESINDICATES 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.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 STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS: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 CODELARGE 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 PANELSPOST-INSTALLED HOLDOWN OPTIONS4S1FRAMING DETAILCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORBRACED WALL LINE(4-FT)(4-FT)(5-FT) BRACEDWALL LINE(4-FT)BRACEDWALL LINE(4-FT)(4-FT)(4-FT)BRACEDWALL LINE(4-FT)(4-FT)(4-FT) BRACED WALL LINE (5-FT)CONSTRUCTPORTAL FRAME ASSHOWN IN 3/S1(4-FT)(3.5-FT)(3.5-FT)BRACEDWALL LINEBRACEDWALL LINE(4-FT)(3.4-FT)(4-FT)(5-FT) (4-FT)(2.5-FT)(4-FT)PROVIDE TOP & BOTTOM OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLS1FRAMING DETAIL PORCH END WALL5NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.CONTINUOUS LSL/LVL BEAM TO SUPPORTVERTICAL LOADS BY SUPPLIER (514"WIDTH & MIN. 1114" DEPTH REQ'D)8'-0" MAX. SINGLE SHEET TYP.SIMPSON ABU66 POSTBASE w/ 58"Ø x 8"SIMPSON TITEN HDSCREW-IN ANCHOR6x6 POSTCONCRETE PIERFOOTINGS BYOTHERS, SEE HOUSEPLANSCROSS HATCH AREAS INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDES OF POSTS & 34" OR THICKER PLYWOOD OR OSBSHEATHING APPLIED TO INTERIOR SIDES OF POSTS(NAIL SHEATHING AROUND PERIMETER w/ (2) ROWS 8dNAILS @ 3" O.C. STAGGERED)716" OR THICKER PLYWOODOR OSB SHEATHINGAPPLIED TO EXTERIORSIDES OF POSTSFLUSH BEAMPROVIDE LAYER/S OFPLYWOOD/OSB TOFLUSH OUT BEAM w/POST34" OR THICKER PLYWOOD OR OSBSHEATHING APPLIED TO INTERIOR SIDESOF POSTS (INSTALL PRIOR TO FLOORTRUSSES/BEAMS)1'-0"±1'-0"±LENGTH OF CONTINUOUS HEADER1'-112"±1'-112"±FASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT STUDEACH END OF HEADER(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.LARGER HATCHED AREAINDICATES 716" OR THICKERPLYWOOD OR OSBSHEATHING APPLIED TOEXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGPATTERNFASTEN STUDS TO BEAM w/SIMPSON MSTC40 STRAPNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF WALL HEIGHT ASREQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"CENTER BEARINGSTUDS BY SUPPLIERCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(312" WIDTH & MIN. 912" DEPTH REQ'D)CONSTRUCTPORCH END WALLAS SHOWN IN 5/S1CONSTRUCTPORCH END WALLAS SHOWN IN 5/S1(7.1-FT)NAIL SHEATHING TOBEAM w/ 8d NAILS @ 3"O.C. EA. WAY TYP.BEAR NEIGHBORINGBEAM 3"FASTEN INCOMING BEAM w/ CONCEALEDFLANGE HANGER BY SUPPLIER ORPROVIDE SEPARATE BEARING OVER PIERAS REQ'D Print Name: Signed: Nick Hanson I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. License Number:1-1-21 46665Date: SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2021. 2021 FOUNDATION GUIDE: DRAWING INDEX: SCOPE, INDEX, & CERTIFICATION S0 USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STEPPING DOWN WALL WITH GRADE DETAIL S15 COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 150 1.001 January 1, 2021 S0 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 151 1.001 January 1, 2021 S1 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 152 1.001 January 1, 2021 S2 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 153 1.001 January 1, 2021 S3 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 154 1.001 January 1, 2021 S4 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 155 1.001 January 1, 2021 S5 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPOXY GROUTED 3'-0"1'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 156 1.001 January 1, 2021 S6 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 157 1.001 January 1, 2021 S7 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 158 1.001 January 1, 2021 S8 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 159 1.001 January 1, 2021 S9 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1510 1.001 January 1, 2021 S10 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1511 1.001 January 1, 2021 S11 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWN ORSHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1512 1.001 January 1, 2021 S12 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1513 1.001 January 1, 2021 S13 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10'-0" MAX3'-8" MAX2'-6" MIN OPENING1'-6" MIN3'-0" EACH WAY MIN 112" TYPSLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1514 1.001 January 1, 2021 S14 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRAD E L I N E 9'-4" MAX.6'-0" MAX.4'-0" MAX.SEE BASEMENT WALL DETAILSEE LOOKOUT WALL DETAILSIM.CONSTRUCT SIM. LOOKOUT WALLw/ MIN. (2) #4 HORIZ. BARS3 MIN. 1 S7S5S5SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1515 1.001 January 1, 2021 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 17984 Granite Ct, Lakeville HVAC Load Calculations for Country Joe Homes 22260 Dodd Blvd Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Wednesday, February 9, 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 17984 Granite Ct, Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:17984 Granite Ct, Lakeville Designed By:Jake Ryan Project Date:2/9/2022 Project Comment:Norwood - Garage right, Lookout Client Name:Country Joe Homes Client Address:22260 Dodd Blvd Client City:Lakeville, MN 55044 Client Phone:(952) 469-4066 Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, MN 55120 Company Phone:651-900-7053 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces West Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%72 42 Check Figures Total Building Supply CFM:924 CFM Per Square ft.:0.245 Square ft. of Room Area:3,764 Square ft. Per Ton:1,672 Volume (ft³):33,876 Building Loads Total Heating Required Including Ventilation Air:45,689 Btuh 45.689 MBH Total Sensible Gain:20,560 Btuh 76 % Total Latent Gain:6,453 Btuh 24 % Total Cooling Required Including Ventilation Air:27,013 Btuh 2.25 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:\ ...\17984 Granite Ct., Lakeville - Heat Calc.rh9 Wednesday, February 9, 2022, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17984 Granite Ct, Lakeville Eagan, MN 55121 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Min Htg CFM Min Clg CFM Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.25 1,672 3,764 20,560 6,453 27,013 45,689 543 924 543 924 924 System 1 Main Floor Yes 2.25 1,672 3,764 20,560 6,453 27,013 45,689 543 924 543 924 924 11x15 Ventilation 845 4,122 4,967 5,153 Humidification 6,043 Zone 1 3,764 19,715 2,331 22,046 34,493 543 924 543 924 924 11x15 1-Basement 1,786 3,092 0 3,092 13,545 213 145 213 145 145 2--5 2-Main Level 1,978 16,623 2,331 18,954 20,948 330 779 330 779 779 7--6 F:\ ...\17984 Granite Ct., Lakeville - Heat Calc.rh9 Wednesday, February 9, 2022, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17984 Granite Ct, Lakeville Eagan, MN 55121 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 531.2 213 145 145 2--5 2-Main Level Built-In 450 750 0.01 0.1 566.6 330 779 779 7--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 806.1 543 924 924 11x15 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:543 Cooling Flow:924 F:\ ...\17984 Granite Ct., Lakeville - Heat Calc.rh9 Wednesday, February 9, 2022, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17984 Granite Ct, Lakeville Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Anderson 100: Glazing-Anderson 100, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.27, SHGC 0.28 344.9 8,106 0 7,652 7,652 11G: Door-Wood - Panel, U-value 0.54 20 940 0 292 292 11J: Door-Metal - Fiberglass Core, U-value 0.6 17.8 928 0 288 288 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 1745.3 9,869 0 1,849 1,849 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 140 658 0 0 0 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 1332 6,216 0 151 151 RJ R-20 RIM JOIST: Wall-Frame, Custom, RJ R-20 RIM JOIST R-20 SPRAY FOAM, U-value 0.05 282 1,226 0 288 288 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown insulation in attic, U- value 0.02 1978 3,442 0 2,018 2,018 21A-32: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide, U-value 0.02 1786 3,108 0 0 0 Subtotals for structure:34,493 0 12,538 12,538 People:6 1,200 1,380 2,580 Equipment:1,131 4,262 5,393 Lighting:450 1,535 1,535 Ductwork:0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 150, Summer CFM: 150 5,153 4,122 845 4,967 Humidification (Winter) 16.48 gal/day :6,043 0 0 0 Total Building Load Totals:45,689 6,453 20,560 27,013 Check Figures Total Building Supply CFM:924 CFM Per Square ft.:0.245 Square ft. of Room Area:3,764 Square ft. Per Ton:1,672 Volume (ft³):33,876 Building Loads Total Heating Required Including Ventilation Air:45,689 Btuh 45.689 MBH Total Sensible Gain:20,560 Btuh 76 % Total Latent Gain:6,453 Btuh 24 % Total Cooling Required Including Ventilation Air:27,013 Btuh 2.25 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:\ ...\17984 Granite Ct., Lakeville - Heat Calc.rh9 Wednesday, February 9, 2022, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17984 Granite Ct, Lakeville Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 1 Basement 145 136 110 140 *152 124 85 121 2--5 2 Main Level 779 831 813 *853 807 829 786 815 7--7 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°West 924 20,560 *6,453 2.25 45°Northwest 967 21,490 6,453 2.33 90°North 923 20,549 6,453 2.25 135°Northeast *993 *22,041 6,453 *2.37 180°East 959 21,316 6,453 2.31 225°Southeast 953 21,183 6,453 2.30 270°South 872 19,448 6,453 2.16 315°Southwest 936 20,829 6,453 2.27 * Indicates highest value of all rotations. 2.10 2.15 2.20 2.25 2.30 2.35 2.40 West Northwest North Northeast East Southeast South SouthwestCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\17984 Granite Ct., Lakeville - Heat Calc.rh9 Wednesday, February 9, 2022, 10:15 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17984 Granite Ct, Lakeville Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 23,000 24,000 25,000 26,000 27,000 28,000 29,000 30,000 31,000 32,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pmBuilding Net Gain, BtuhTime of Day Building Rotation Hourly Net Gain Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast Front door faces South Front door faces Southwest F:\ ...\17984 Granite Ct., Lakeville - Heat Calc.rh9 Wednesday, February 9, 2022, 10:15 AM Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 4/8/22AM