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HomeMy WebLinkAboutLA219745 - 17919 Hidden Creek Ct Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND FIRST FLOORTOTAL4,832 SF1,599 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,387 SF861 SF282 SFUNFINISHED200 AMP SERVICEGARAGE LEFTBASEMENTHIGHVIEW RIDGELOT 4, BLOCK 2 17919 HIDDEN CREEK COURTSECOND FLOOR1,916 SF-KYLE FOSTER & KATIE RUBERTOSIDEWALK43 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,339 SF830 SF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, MN 55044HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"2018 BUILDING CODE2020 ENERGY CODEPATIO592 SFT.O. RIM6x6 POST12" CONC. PIER1x6 LP TRIM1x6 LP TRIM2'-0"T.O. FTG.VARIEST.O. WALL1'-2"SCALE: 3/4" = 1'-0"COLUMN #2 - 14" STRAIGHT1'-4"5/4" CEDAR DECKINGALUMINUM SOFFIT(3) 2x10 DROPPEDHEADER2x8 DECK JOISTCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEEL. 106'-10"SIDEWALK 43 SF4'-0"Garage6'-6"8'-6"4'-0"Porch2'-0"6'-0"2'-0"SCALE: 3/8" = 1'-0"FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSCOUNTRY JOE SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLSSCALE: 1-1/2" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-11'-8"FLOOR TRUSS 3/4" SUB-FLOOR1-1/2" TOP CHORD8" x 8"DUCT1-1/2" SPRAY FOAM (R-10)1-1/2" BOTTOM CHORDFILL 20" FLOOR TRUSS WITHLOOSE FILL FIBERGLASS INSULATION9"= R-23 6" ROUND PIPEFIREPLACE FROM GREAT ROOMSCALE: 1/4" = 1'-0"GreatRoomCARPET24X2424X2417'-3"2'-9716"3'-01116"5'-138"1'-434"3'-6"1'-434"5'-138"GAS FIREPLACE1'-434"1'-434"3'-6"9'-118" 3'-214"LINE OFLINE OFFIREPLACESHEETROCK4'-518"4'-8"4'-8"1'-5"TILE IS STANDARDTILE5'-138"5'-138"6"2'-61116"2'-61116"2'-61116"6'-312"2'-61116"6'-0"2'-8716"2'-8716"SHEETROCK5'-0" TALLBUILT-INS5'-0" TALLBUILT-INS5'-0"MAY 19, 20232JULY 13, 20233AUGUST 7, 20234SEPTEMBER 5, 20235COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670SEPTEMBER 22, 20236OCTOBER 24, 20237Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode11/08/2023jnuetzman 1'-0"ELEV. 129'-3"5-1/2" TRIMBOARD7-1/2" FRIEZE BOARD7-1/4" SOFFIT WRAP1'-6"4:127:1215:129'-11 8"WALL PLATEELEV.119'-1 1/4"1'-058" 8'-11 8"T.O. MAINFND. WALLELEV.109'-0"9'-0" 3'-0"8'-8"6:128" PROJECTIONFROM MAIN FASCIAFYPON BKTSBL2591 - BOTH SIDESFUR OUT GABLE 2"WINDOWSBOARDS AROUNDAROUND FRONT5-1/2" TRIMBOARDSDOOR5-1/2" TRIMHARDIE LAP12" RAKEDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)HARDIE SKIRT BD.5:12FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.8'-0"18" RAKEFOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHINGBOTH GARAGE PIERSFYPON BKTBL25911'-6"HARDIE BOARD & BATTEN16" O.C. SPACINGHARDIE SHAKES1212121212" TRIM BD.6" BOX OUTLOUVERED PEAK5'-0"7-1/2" FRIEZE BOARDSTONE RETURN4" FRIEZE BD16'-0"FYPON BKTSBL2591 - BOTH SIDEST.O. FTG.EL. 104'-4"5-1/2" TRIMBOARDSBOTTOM OF20" FLOOR TRUSSESOVER GARAGE1ST FLOORELEV. 110'-0-1/8"8'-5"2ND FLOORELEV. 120'-1-7/8"1'-834"MAY 19, 20232JULY 13, 20233AUGUST 7, 20234SEPTEMBER 5, 20235COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670SEPTEMBER 22, 20236OCTOBER 24, 20237 1'-0"2ND FLOORTOP OF PLATEROOFVENTS1ST FLOOREL.96'-0"TOP OF FOOTINGSCALE: 1/8" = 1'-0"LEFT ELEVATION3A-2TOP OF FTG.VARIES10'-0"12671212:1212:121'-6"ELEV. 110'-2-1/8"ELEV. 120'-3-7/8"ELEV. 128'-5"7121ST FLOOR2ND FLOORTOP OF PLATE1'-6"ELEV. 110'-2-1/8"ELEV. 120'-3-7/8"ELEV. 128'-5"GRADE6" EARTH SEPARATIONBETWEEN SIDING AND1'-6"10'-0"7:127124:121'-6"2'-2"SHED ROOF6:12VINYLSIDINGGAS F.P.VENTSCALE: 1/8" = 1'-0"ROOF PLANA-247:127:1212:1212:124:12 5:1211 ROOF VENTS12:1215:126:126:1212:1212:127:127:1212126:1212:12SCALE: 1/8" = 1'-0"REAR ELEVATION1A-2SCALE: 1/8" = 1'-0"RIGHT ELEVATION1A-2MAY 19, 20232JULY 13, 20233AUGUST 7, 20234SEPTEMBER 5, 20235COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670SEPTEMBER 22, 20236OCTOBER 24, 20237 SEE FRAMING PLAN 11-7/8" LSL JOISTS @ 16" O.C.BASEMENT PLANSCALE: 3/16" = 1'-0"A-31SLOPE SLAB FOR DRAINAGE T.O. 6" CURBEL. 109'-0"EL. 104'-4"T.O. FTG.VARIESUnexcavated4" CONC. SLABT.O. SLABT.O. SLABEL. 100'-4"Family Rm.LVPSOFTENEROUTLETFURN.SEE FRAMING PLAN 11-7/8" TJI JOISTS @ 16" O.C.BedroomCARPETSTART SLAB AT TOPOF WALL AT BACK OFGARAGEEL. 109'-0"T.O. 8" WALLEL. 104'-4"T.O. FTG.EL. 107'-8"T.O. 6" CURB30"40'-0" 14'-0"17'-3"18'-0"18'-0"1012"16'-3" M.O.1012"16'-3" M.O.1012"26'-0" 26'-0" 15'-1"11'-5"7'-912"4'-414"13'-914"12'-0"52'-0"2" BRICK LEDGEEL. 107'-8"26'-6" 13'-6"11'-0"20'-6"23'-6"DROPPED(3) 11-7/8" LSL9'-7"5'-7"USE (1) 2x6 TOP PLATE8'-4" WALLS8'-9"DROPPED6" WIDE x 10" TALLBEAM POCKETBathC.T.45 SF FLR.28"11'-5"4'-414"8'-314"(2) 2x10DROPPEDROD & SHELF 28"W.I.C.CARPET3'-0"7'-414"10'-1"(2) 9-1/2" LSLStairs10'-1"5'-2"17'-412"11'-0"SUP10"6'-1"1'-0" HALF WALL 4'-334"5'-7"4'-11"3" 16'-034" 3'-113 4" 6'-0" 4'-0" 7'-0"10'-0"8'-0"20'-6"12" CONC. PIERSEE SHEET A-0DIST. REQ'D.FOR STAIRS( VERIFY ACT.TO FINALGRADE )FT G S . T Y P . 24 " x 2 4 "(3) 2x10(3) 2x10 - DROPPED(3) 2x10DROPPED(3) 2x10 - DROPPED 10'-0"1'-0"1'-0"5'-31 2"3'-112"2'-0" VOID WALL TO ALLOW24" VOID UNDERFOR SEWER11'-41 2"2'-834"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED(2) 2x10DROPPEDWATERHEATERMechanical/Storage4" CONC. SLABSUMP32"10'-4"1A61'-0" 4'-0"S30x30x12 FOOTING2A7@ 16" O.C. 2x8 JOISTS 13'-814" 10'-934"42x42x12 FOOTINGW/ #5 BAR 12" O.C.BOTH DIRECTIONSAPPROXIMATE LINE OF SOFFITHOSEBIBAPPROXIMATE LINE OF SOFFIT6" WIDE x 12" TALLBEAM POCKET30x30x12 FOOTINGSW/ A 6x6 TRTD. POST30x30x12 FOOTINGSW/ A 6x6 GLU8" x 20" - TYPICALCONCRETE FOOTINGST.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 96'-4"7'-6"7'-0"9'-0" TALL FOUNDATION WALLT.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"10'-0" MIN. FTG. STEP 42x6010'-0" MIN. FTG. STEP 14'-0"AA5,000 LB. FOOTINGSTRENGTH MIX(2) 9-1/2" LSL54x6030x6030x60(3)9-1/2" LSL2-2x62-2x6HOSEBIBT.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 96'-4"48" VANITY SSCCWET BAR ROUGH-INSTACKABLE W/DROUGH-IN60x3236x36x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOM(3) 11-7/8" LSL - DROPRec RoomLVPT.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"6'-0"x 6'-11" PATIO(2) 2x107'-0"36x60 - SH36x60 - SH36x60 - SHA6'-6"6'-6"13'-0"6'-0"6'-0"9'-6"14'-6"16'-6"44'-0"2-2x62- 2 x 68'-6"1'-9"3'-614"8'-0"7'-9"11'-9" 5'-0" 5'-0"3'-6"6'-0"x 6'-11" PATIO(2) 2x106'-0"6'-0"44'-0" x 17'-0"Stamped Conc. Patio(2) 2x104-2x63- 2 x 6 4- 2 x 6 3-2x64- 2 x 4 11-7/8" LSL11-7/8" LSL1012"HOT TUBROUGH-INGAS LINEROUGH-IN42x42x12 FOOTINGW/ #5 BAR 12" O.C.BOTH DIRECTIONS2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDFINISHED ROOM SIZESBEDROOM - CARPETSTAIRFAMILY ROOM - LVPBATH - C.T.MECHANICAL/STORAGETOTAL201 SF84 SF698 SF84 SF282 SF1,599 SFW.I.C. - CARPET94 SFREC ROOM - LVP156 SFMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"MAY 19, 20232JULY 13, 20233AUGUST 7, 20234SEPTEMBER 5, 20235COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670SEPTEMBER 22, 20236OCTOBER 24, 20237UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).BWPsAbove(3) 2x10 TreatedLVLShearwallTop of WallConnectionsRev PL LO EL PERFORATED SHEARWALL STACKEDOVER RIGID SHEAR PANEL5S1FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.ACEDLL LINE ACEDL LINEPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)CROSS HATCHED AREA INDICATES716" OR THICKER PLYWOOD/OSBEXTERIOR SHEATHING FASTENED TOSTUDS w/ 8d NAILS @ 4" O.C . ATPANEL EDGES & @ 12" O.C. ATINTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSHEADER & BEARING/KINGSTUDS AT SIDES OFOPENING BY SUPPLIERBLOCK THROUGH FLOORSYSTEM AT STRAPLOCATIONS AS REQ'DSIMPSON MSTC40 STRAPSCENTERED ON FLOOR SYSTEMAT LOCATIONS SHOWN(PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)SIMPSON STHD14EMBEDDED HOLDOWNANCHOR AT LOCATIONSSHOWN (REFER TO 4/S1FOR ALTERNATIVE OPTION)LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS w/STANDARD 6"/12" NAILINGTYPICAL 2x6 STUDS @ 16" O.C.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON LSTA30 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)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.)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF HEADER HEIGHTAS REQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(1) 2x6 BEARING STUD &(2) 2x6 FULL HEIGHT STUDEACH END OF HEADERFASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(2) 2x6 BEARINGSTUDS MIN.FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.INTERMEDIATEBEARING STUDSBY SUPPLIER NAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C . EA . WAY TYP.CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPL IER(312" WIDTH & MIN. 912" DEPTH REQ'D)PROVIDE 2x6 INFILL WALL ABOVEHEADER AS REQ'DLENGTH OF CONT INUOUS HEADER7.754.6 SCALE: 3/16" = 1'-0"FIRST FLOOR PLAN A-4120" PRE-ENGINEERED2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILPOLY VAPOR BARRIER & 1/2" GYP. BD.TYPICAL EXT. WALLINSIDE AND 1/2" SHEATHING - EXT.5/8" TYPE "X" GYP.BD ON ALL WALLSADJACENT TO HOUSEGarage4" CONC. SLABSTART SLAB AT TOPOF WALL AT BACK OFGARAGE(2) 2x106'-0" X 8'-0" PATIOKitchenLVPGASCOOKTOP(3) 2x1030x4836" 30x48 7'-6"2'-3"52'-0" 26'-0" 40'-0"18'-0"56'-0"16'-0"6'-712"4'-334"7'-912"3'-634" 2'-11"5'-512"3'-712"6'-712"5'-8"5'-9" 2'-3"12'-10" 26'-6" 11'-0"GIRDER TRUSS3'-21 2"(2) 2x10(2) 2x10 54x6630x6630x66(2)9-1/2" LSL2- 2 x 6 2- 2 x 6PLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAN THE HOUSE.FULL HEIGHT WALLPLATE HEIGHT 8-1/8"LOWER.ACCB4'-914"11'-5"12'-0"6x8 GLU4'-2"TOP SIZE 121x42109"x 30"ISLAND4'-2"REF.5'-93 4" TRUSSES @ 19.2" O.C.UP10"6'-0"4'-10"1'-1114" RAIL 4'-212" 5'-0"10'-11"11'-314" 15'-234"THERMOSTAT4'-10"3'-93 4" 32" MTL. DR. S.C.(2)2x10MudRoomLVPPantryLVPW.I.C.LVP28"28"ROD & SHELFLOCKERS W/ CUBBIES 28"BathLVP26 SF (FLR)FLUSH(2)11-7/8" LSL3'-712"6'-712"6'-0" 5'-5"9'-1"32" DRYWALLOPNG. (+96")StudyCARPETR & S GreatRoomLVPFoyerLVP(3) 2x1024"36" 4'-318"4'-318"11'-8"8'-10"2'-1012"11'-934"BENCH 5'-1112"(2) 11 7/8 LSLHVACB24"24"24"42" ARCHED OPENING R & S 7'-014" 24X24 24X24 (2) 2x10(2) 2x10 B5'-634"8'-61 4"FlexRoomLVP6'-1"17'-53 4"14'-0" 5'-312" GIRDER TRUSS OPENING(3) 2x10DUCT CHASEB(2) 1-3/4"x7-1/4" LSLPORCH HEADER2'-0" 4'-0" 7'-0"20'-0"1'-0"2'-0"6'-0"2'-0"8'-0"2'-0"6'-0"9'-0"5'-6"20'-6"(2) 1-3/4"x7-1/4" LSL PORCH HEADER 8'-0" (2) 1-3/4"x7-1/4" LSL (2) 1-3/4"x7-1/4" LSL 1'-8"LINE OF SOFFITPorch20" WIDE SOFFITLINE OF 7-1/4" TALL BYSOFFIT INSIDE SHOULD BEFLUSH WITH BOTTOM OFHEADERS.(2) 36X66 MULLEDDROPPEDPANELACCESSATTIC22x30 10'-218"1A6DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)@ HOUSE12'-0"10'-41 4"(2) 1-3/4"x7-1/4" LSL3'-0316"3'-01116"6'-0"2'-8716"2'-8716"GAS FIREPLACEWINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.S11'-934"(2) 11 7/8 LSL5'-634"6'-1"57" ARCHEDDROPPED6' -0 "90" ARCHED OPENING(+96-5/8")11'-7"(2)9-1/2" LSLFLUSH(2) 11-7/8" LSL6'-0" ARCHED OPENING(+96-5/8")W/ WOOD HOOD60x24 FIX. (2) 2x10 WALLOVENCOMBO7'-6"3'-014"14'-3"6'-0"6'-0" 12'-0"6'-6"7'-0"14'-6"36x66 - SH36x66 - SH36x66 - SHBDiningRoomLVP2- 2 x 6 2- 2 x 614'-0" x 16'-0"DeckTREX DECKING6'-6"17'-0"4'-0"STAIRS TO GRADE1'-0"16'-0"13'-0"43'-6"4'-0"36x66 - SH36x66 - SH36x66 - SH2-2x62-2x66'-0"6'-0"B2- 2 x 6 3x5 PSL(3)11-7/8" LSL(2) 2x10(2) 2x1011-7/8" LSL11-7/8" LSL11-7/8" LSLINSULATE GARAGE COMPLETE1'-0"16'-0"1'-0"1'-0"18'-0"(2) 1-3/4"x11 7/8" LSL CONT. HEADER16'x8' O.H. DOORPORTAL FRAME(2) 1-3/4"x11 7/8" LVL CONT. HEADER16'x8' O.H. DOORPORTAL FRAMEDWRECYCLECENTERBUILT-INS BUILT-INS25" SINK W/ 32"BASE CABINET6 x 6 G LU GIRDER TRUSSMONO GIRDER 2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND263 SFFINISHED ROOM SIZESMUD ROOM/W.I.C. - LVPGREAT ROOM - LVPKIT/DINING/FOYER/FLEX ROOM - LVP78 SFSTAIRS - LVP76 SF661 SFSTUDY - CARPET110 SFBATH - LVP26 SFHALL/PANTRY - LVP51 SFMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"MAY 19, 20232JULY 13, 20233AUGUST 7, 20234SEPTEMBER 5, 20235COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670SEPTEMBER 22, 20236OCTOBER 24, 20237-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.PFHBWPsAbovePFHPFH22.336712.8ShearwallRev PL LO EL PERFORATED SHEARWALL STACKEDOVER RIGID SHEAR PANEL5S1FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.ACEDLL LINEACEDL LINEPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)CROSS HATCHED AREA INDICATES716" OR THICKER PLYWOOD/OSBEXTERIOR SHEATHING FASTENED TOSTUDS w/ 8d NAILS @ 4" O.C. ATPANEL EDGES & @ 12" O.C. ATINTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSHEADER & BEARING/KINGSTUDS AT SIDES OFOPENING BY SUPPLIERBLOCK THROUGH FLOORSYSTEM AT STRAPLOCATIONS AS REQ'DSIMPSON MSTC40 STRAPSCENTERED ON FLOOR SYSTEMAT LOCATIONS SHOWN(PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)SIMPSON STHD14EMBEDDED HOLDOWNANCHOR AT LOCATIONSSHOWN (REFER TO 4/S1FOR ALTERNATIVE OPTION)LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS w/STANDARD 6"/12" NAILINGTYPICAL 2x6 STUDS @ 16" O.C.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON LSTA30 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)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.)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF HEADER HEIGHTAS REQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(1) 2x6 BEARING STUD &(2) 2x6 FULL HEIGHT STUDEACH END OF HEADERFASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(2) 2x6 BEARINGSTUDS MIN.FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.INTERMEDIATEBEARING STUDSBY SUPPLIERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(312" WIDTH & MIN. 912" DEPTH REQ'D)PROVIDE 2x6 INFILL WALL ABOVEHEADER AS REQ'DLENGTH OF CONTINUOUS HEADERTop and BottomConnections2.5PFH3.75 12'-0"5'-0"4'-0"STAIRS TO GRADE4 STRINGERS4'-0" 1'-0"16'-0"2x10 DECK JOISTS @ 16" O.C.DECKING SHOULD BE DOWN 4" FROM THE FIRST FLOOR (2) 2x10 (2) 2x10(2) 2x10 (2) 2x10(3) 2x102x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATED5/4" DECKING3-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATED16'-0" LEDGER BOARD12'-0" LEDGER BOARD T.O. DECKING3'-0" 312"T.O. RAILING312"4"4" SPHERE CANNOT PASSWESTBURY RAILING SYSTEMHOLDER REQUIRED TOANCHOR STRAP OR POSTSLOPE TO OF PIERCONCRETE PIER FOOTING512"POST6x6 DECK SUPPORT60"1'-0"FLARE BOTTOM OF FOOTINGTO A MINIMUM DIAMETER OF 24"CONNECT POST TO FOOTING& A MINIMUM OF 12" DEEP2'-0"TOP OF 8" CONC.ELEV. 108'-4"ELEV. 109'-6-1/8"1ST FLOOR1178"34"1-1/8" OSB RIM BOARD(R-20)11-7/8" TJI JOISTS2x10 JOISTSFLASHING W/ DRIP EDGEDTT1Z DECK TENSION TIEDECK LEDGER HANGER4"BOLT THROUGH BLOCKING@ 16" O.C.@ 16" O.C.#12 - STRUCTURAL 4" LEDGER SCREWS@ 16" O.C.DUPONT TYVEK BUILDING PAPERICE & WATER SHEILDDUPONT TYVEK BUILDING PAPERICE & WATER SHEILDSCALE: 3/8" = 1'-0"DECK FRAMING PLANDECK1SCALE: 1/2" = 1'-0"RAILING DEATAILSDECK2SCALE: 3/4" = 1'-0"FOOTING DETAILSDECK3SCALE: 1" = 1'-0"LATERAL LOAD DETAILDECK4MAY 19, 20232JULY 13, 20233AUGUST 7, 20234SEPTEMBER 5, 20235COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670SEPTEMBER 22, 20236OCTOBER 24, 20237 TYPICAL EXT. WALLINSIDE AND 1/2" SHEATHING - EXT.FIBERGLASS BATT INSULATION 4 MIL2x6 STUD WALLS @ 16" O.C. W/ (R=21)POLY VAPOR BARRIER & 1/2" GYP. BD.TRUSSES @ 24" O.C.PRE-ENGINEERED ROOF SS(2) 36x60 MULLED30"ROD & SHELFW.I.C.CARPET28"ROD & SHELFBedroom #3CARPETBedroom #4CARPET 2 4 " - O P .PrimaryBedroomCARPET8'-912"2'-6"40'-0" 16'-9" 40'-0"44'-0"7'-1"11'-101 4"12'-6"SW.I.C.CARPET6'-0"2'-0"5'-112"5'-312"36x6036x60 2'-6"13'-8"(3) 2x10(2) 2x10A AA5'-61 2"5'-71 4"30"28"28"28"Jack &JillC.T.66 SF FLR9'-134"5'-312"15'-812"2'-0"HallLVPDN4'-111 2" 4'-10"4'-10"HALF WALL(+42")9'-91 2"A(2) 36"x60"MULLED36x60 (2) 2x10A BUMPUP24"CD50-1/2" R.O.5'-212"60X3241" VANITY41" VANITY 30"28"Bedroom #2CARPETW.I.C.CARPET7'-712"5'-812"12'-0"16'-6"14'-6"(2) 2x10A(2) 30x30 MULLEDFIXED5'-312"3'-412"13'-1"11'-0"12'-3" 4'-712"RCI CHANNEL INTHIS AREARCI CHANNEL INTHIS AREAPANELACCESSATTIC22x30LaundryVINYLWASHERDRYER Jr. SuiteBathC.T.30 SF FLR28"28"W.I.C.CARPET3'-412"12'-0"44'-0"13'-0"72X36 DROP-IN TUB0'-6" TILE SURROUND48x48 FIX.(2) 2x104'-014"PrimaryBathroomC.T.90 SF. FLR5'-334"3'-8"8'-412"4'-8"8'-0" 3'-712"SAME HEIGHT AS PLATE (8'-1-1/8")(+8") STEP UP CEILING8'-9-1/8")2'-0"2'-0"28"42" VANITY 5'-73 4"ROD & SHELFROD & SHELFW.I.C.CARPET60X326'-5" 42" VANITY TOWER VANITY 28"28" S.O.4'-31 2"3'-4"3'-934"28"9'-214"3'-534"30x60 SH (2) 2x10 A 6'-0"6'-0"(2) 1-3/4" x 9-1/2" LSL(2) 1-3/4" x 9-1/2" LSLGIRDER TRUSS(2) 2x10(2) 30x30 MULLEDFIXED7'-012"6'-712"32" PKT.36" GLASS2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"BE 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:HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"468 SFFINISHED ROOM SIZESHALL - LVPPRIMARY BEDROOM / W.I.C.'SPRIMARY BATH - C.T.184 SF176 SFBATH - C.T.46 SFJACK & JILL - C.T.90 SFLAUNDRY - VINYL62 SFBEDROOM #2180 SFBEDROOM #3200 SFBEDROOM #4275 SFFLOORING TOTALS ON FLOOR PLANMAY 19, 20232JULY 13, 20233AUGUST 7, 20234SEPTEMBER 5, 20235COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670SEPTEMBER 22, 20236OCTOBER 24, 20237-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).SmokeTemper ifwithin 60"of tub floor 5/8" TYPE "X" GYP. BD.OR 1/2" SAG-RESISTANTBUILDING SECTIONSCALE: 1/4" = 1'-0"11-7/8" TJI JOISTS SEEFRAMING PLANGLUED AND NAILED3/4" OSB FLOOR SHEATHING4" CONCRETE SLABELEV. 104'-4"ELEV. 108'-4"T.O. FTG.AS REQUIREDDIAG. WIND BRACINGT.O. 4" CURBA-6Garage1/2" GYP. BD. OVER4 MIL POLY V.B.MechanicalStorage4" CONCRETE SLABR-49 ROOF INSULATION1178" 9'-11 8"34"OF 6" FROM GRADE8'-4" WALLS - (1) 2x6 TOP PLATE PRESSURE TREATED 2x6SILL PLATE(S) W/ SILLSEAL INSUL. & 3/8" ANCHOR9'-0"TOP OF FOOTINGSTRAPS @ 24" O.C.ELEV. 100'-0"ELEV. 109'-0"ELEV. 109'-6-1/8"TO BOTTOM OF TOP OF 8" CONC.MAINTAIN A MIN. CL.SIDING8'-11 8"34" 117 8"1ST FLOOR2ND FLOORELEV. 119'-7-7/8"TOP OF PLATEELEV. 118'-7-1/4"ELEV. 127'-9"2ND FLOOR CLG.TRUSSES @ 24" O.C.PRE-ENGINEERED ROOFBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALL1StudyFoyerBedroom #2SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION20" FLOOR TRUSSES BEYONDBedroom #381 8" 8'-5"1'-6"GLUED AND NAILEDOSB FLOOR SHEATHINGPRESSURE TREATED 2x6 SILLPLATE W/ SILL SEAL INSUL. &1/2" ANCHOR BOLTS AT 6'-0" O.C.BEYONDCONCRETE STEPW.I.C.LaundryJr. SuiteBathMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"MAY 19, 20232JULY 13, 20233AUGUST 7, 20234SEPTEMBER 5, 20235COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670SEPTEMBER 22, 20236OCTOBER 24, 20237 BUILDING SECTION1A-7SCALE: 3/8" = 1'-0"8'-118"8'-4" WALLS - (1) 2x6 TOP PLATE 4" CONCRETE SLAB8" x 20" CONC. FTG'SPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-1-1/4"ELEV. 120'-1-7/8"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-0-1/8"1ST FLOOR9'-118"1'-114" 34" 34" 1178"ELEV. 128'-3"2ND FLOOR CLG.BOISE RIM BOARD1-1/8" OSB RIM BOARDWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-8" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 11-7/8" TJI JOISTS @ 16" O.C.BOISE RIM BOARD1-1/8" OSB RIM BOARD2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 11-7/8" TJI JOISTS @ 16" O.C.BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-7PROOFINGPROOFINGDUCTSPACEBLOCKBLOCKOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.OR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.ASPHALT SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPER(ICE DAM EAVESMIN. 6" ENERGY HEALSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONR-20 SPRAY FOAM @ RIMR-20 SPRAY FOAM @ RIM(R-20)(R-20)5,000 LB. FOOTINGSTRENGTH MIX3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY3/4" OSB FLOOR SHEATHINGGLUED AND NAILED3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD80 SQUARE FEET UNPROTECTEDMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDINGRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISEELEV. 100'-0"TOP OF FOOTINGELEV. 119'-1-1/4"TOP OF PLATEELEV. 110'-0-1/8"1ST FLOORELEV. 128'-3"2ND FLOOR CLG.8'-5" 9'-11 8"7'-0"6'-111 4" 2'-6"ELEV. 104'-4"TOP OF FOOTING20" FLOOR TRUSSESSEE TRUSS SPECS4" CONCRETE SLABHOUSE FOOTINGBEYONDGARAGEFOOTINGTOP OF 8" CONC.ELEV. 108'-2"TOP OF 4" CONC.ELEV. 109'-0"GARAGE PLATEDOWN 8-1/8" FROMFIRST FLOOR PLATEELEV. 118'-5-1/8"GARAGE PLATEELEV. 120'-1-7/8"2ND FLOORGarageGARAGE SECTION THROUGH LOFT WINDOW2A-7SCALE: 3/8" = 1'-0"712GRADE LINEBEYONDCOLUMN & PORCHBEYONDROOF LINESBEYONDBASED ON9-1/16" HEEL1212MAY 19, 20232JULY 13, 20233AUGUST 7, 20234SEPTEMBER 5, 20235COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670SEPTEMBER 22, 20236OCTOBER 24, 20237 ©DescriptionDateRevisionSeptember 11, 2023Project Number:Date:3.409S11Sheets: of1Print Name:Signed: License Number:Garrett Brunell52600Date: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.Youngfield Homes, Inc.22260 Dodd BoulevardLakeville, MN 550445851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 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.COPYRIGHT HANSON GROUP, LLC 202311-2-23Foster & RubertoResidence17919 Hidden Creek CourtLakeville, MNUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANS1FRAMING DETAILGARAGE FRONT PORTAL FRAME6NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±9'-718"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADER (ATSIM. PROVIDE (3) 2x6 FULL HEIGHT STUDSTHIS END ONLY)LOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2xSOLID BLOCKING REQUIRED AT SHEATHINGJOINT)(4) 2x6 BEARING STUDS MIN.AT SIM. (2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALL ABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN (MUST WETSET HOLDOWN AS SHOWN)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.CROSS HATCHED AREA INDICATES 34" 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" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWN FOR BRACEDWALL PANELSCONTINUOUS LSL/LVL HEADER TO SUPPORTVERTICAL LOADS BY SUPPLIER(MIN.514" WIDTH & MIN.18" DEPTH REQ'D)(AT SIM. MIN. 312" WIDTH & MIN.1114" DEPTH REQ'D)1012"±1012"±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.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 WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODESCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.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 FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE ENTRY PORCH AND DECK ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL PORTIONS OF THESTRUCTURE AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODEREQUIRED UPLIFT CONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.PERFORATED SHEARWALL STACKEDOVER RIGID SHEAR PANEL5S1FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTIONS4S1FRAMING DETAILBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(3-FT)(4-FT)BRACEDWALL LINE(2.9-FT)(3.5-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(2.5-FT)(12.8-FT)(4-FT) (7-FT)CONSTRUCT PORTALFRAME AS SHOWN IN6/S1, SIM.(6-FT)(3.7-FT)(4-FT)(4-FT)ONE SIDEDPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)CROSS HATCHED AREA INDICATES716" OR THICKER PLYWOOD/OSBEXTERIOR SHEATHING FASTENED TOSTUDS w/ 8d NAILS @ 4" O.C. ATPANEL EDGES & @ 12" O.C. ATINTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSHEADER & BEARING/KINGSTUDS AT SIDES OFOPENING BY SUPPLIERBLOCK THROUGH FLOORSYSTEM AT STRAPLOCATIONS AS REQ'DCONSTRUCT PERFORATEDSHEARWALL AS SHOWN IN 5/S1PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANPROVIDE TOP & BOTTOMOF WALL CONNECTIONSSHOWN FOR BRACEDWALL PANELS(4-FT)(4-FT)SIMPSON MSTC40 STRAPSCENTERED ON FLOOR SYSTEMAT LOCATIONS SHOWN(PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)SIMPSON STHD14EMBEDDED HOLDOWNANCHOR AT LOCATIONSSHOWN (REFER TO 4/S1FOR ALTERNATIVE OPTION)BRACEDWALL LINE(4.6-FT)(7.75-FT)PROVIDE TOP OF WALLCONNECTIONS SHOWNFOR BRACED WALLPANELSCONSTRUCT RIGID SHEARPANEL AS SHOWN IN 5/S1LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS w/STANDARD 6"/12" NAILINGTYPICAL 2x6 STUDS @ 16" O.C.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSBRACEDWALL LINE BRACED WALL LINE BRACED WALL LINE (4-FT)BRACEDWALL LINE(4-FT)(4-FT)(2.6-FT)BRACED WALL LINE (4-FT) (4-FT)(4-FT)(4-FT) (22.33-FT) (4-FT)SIMPSON LSTA30 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)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.)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF HEADER HEIGHTAS REQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(1) 2x6 BEARING STUD &(2) 2x6 FULL HEIGHT STUDEACH END OF HEADERFASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(2) 2x6 BEARINGSTUDS MIN.FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.INTERMEDIATEBEARING STUDSBY SUPPLIERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(312" WIDTH & MIN. 912" DEPTH REQ'D)PROVIDE 2x6 INFILL WALL ABOVEHEADER AS REQ'DLENGTH OF CONTINUOUS HEADERPlan Updates11-2-231CONSTRUCTPORTAL FRAME ASSHOWN IN 6/S1(4.5-FT)(3) 2x6 BEARING STUDS MIN.AT SIM. (2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)FASTEN GIRDER TRUSS TO FOYER TOPPLATE w/ (2) SIMPSON A34 FRAMINGANGLES AND DROPPED GARAGE TOPPLATE w/ (2) SIMPSON A34 FRAMINGANGLES - USING SD9 SCREWS INSTEADOF NAILS Products PlotID Length Product Plies Net Qty F40' 40' 0" 11 7/8" TJI 210 joist 1 2 F34' 34' 0" 11 7/8" TJI 210 joist 1 4 F28' 28' 0" 11 7/8" TJI 210 joist 1 25 F16' 16' 0" 11 7/8" TJI 210 joist 1 1 3-11.875" LVL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 Rim 17' 3 15/16" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS1 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14 TS2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS2-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS1 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 13 3-2x10 Trtd. 16' 0" 2 X 10 SP No.1 P 3 3 3-2x10 Trtd. 11' 0" 2 X 10 SP No.1 P 3 3 3-2x10 Trtd. 10' 0" 2 X 10 SP No.1 P 3 6 Wall Framing PlotID Length Product Plies Net Qty TSHd1-3 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 TSHd2-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 BBOHd1-2 10' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd2-2 7' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd3-2 3' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 16" o/c Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson HU9 18- 10dx1.5 - 6- 10dx1.5 No H2 4 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No H3 1 User LUS210-3Z Not Required CS CS CS CS CSCSCSCS CS CS BBOHd3-2 3-11.875" LVL-24' TS1 BBOHd3-2 6x6 Glulam6x6 PostTS2F16'RimRimRimRimRim Rim Rim Rim Squash Blocking Squash Blocking Squash Blocking 1' 10" Round holes larger than 3-5/8" up to 7-1/4" max. in 1.5" x 11-7/8" 1.5E TimberStrand LSL joist only Edge of large holes need to be at least 4 times the diameter of the largest hole (for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the next hole is a small 12" diameter hole). The hole must be centered within the joist vertically. No square or rectangular holes No more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span. See chart below for minimum distance from inside face of bearing to edge of hole for holes larger than 3-5/8" but not greater than 7.25" Minimum distance from edge of hole to inside face of bearing (end or intermediate) 4"5" *6.5" * 7.25" * 2'-0"2'-0" 3'-0"3'-6" * Allowable spans shown in TB-711 must be reduced by 9" with these size holes 3-2x10 Trtd.3-2x10 Trtd.3-2x10 Trtd. TSHd2-2 RimRimTS2-3RimRim RimH1 RimBBOHd2-2BBOHd2-2BBOHd1-2 TSHd2-2 TSHd1-3 3-2x10 Trtd. H3 F28' 16" O.C. F28' 16" O.C. F28' 16" O.C. TS1 16" O.C. H2 F34' 16" O.C. F40' 16" O.C. 2 Trimmers 2 Trimmers 17602#11313# Beam Pocket 6440# 4-2x4 1814# 3-2x6 3-2x6 LSL Joists in this area 2 Trimmers 4-2x6 4-2x6 10494#10968#Customer:Job Name:Address/Lot:Youngfield HomesFoster/Ruberto Residence17919 Hidden Creek TrailCity, State:Lakeville, MNPlan/Model #:Hollybrook FJob Number:30733Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:9/21/23Revised By:Alex S.Revision Date:11/1/2023Revision #:1SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Start Joist Layout Here. 16" o/c Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson HU9 18- 10dx1.5 - 6- 10dx1.5 No H2 1 Simpson HHUS48 22- 10d - 8- 10d No H5 30 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty F40' 40' 0" 11 7/8" TJI 210 joist 1 8 F30' 30' 0" 11 7/8" TJI 210 joist 1 10 F28' 28' 0" 11 7/8" TJI 210 joist 1 8 F24' 24' 0" 11 7/8" TJI 210 joist 1 5 F18' 18' 0" 11 7/8" TJI 210 joist 1 5 F16' 16' 0" 11 7/8" TJI 210 joist 1 3 F14' 14' 0" 11 7/8" TJI 210 joist 1 2 F12' 12' 0" 11 7/8" TJI 210 joist 1 3 F4' 4' 0" 11 7/8" TJI 210 joist 1 4 TJI Blocking 1' 11 3/4" 11 7/8" TJI 210 joist 1 1 M1-2 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 2-11.875" LSL-20' 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS1-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 2-11.875" LSL-14' 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS1 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2 2-11.875" LSL-4' 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-7.25" LSL-10' 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 6 2-7.25" LSL-8' 8' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 13 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd1-2 10' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd3-3 7' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd2-2 7' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd4-2 6' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd6-3 4' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd5-2 4' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd5-2 3' 0" 2 x 10 SPF No.1/No.2 2 8 CS CS CS CSCSCS BBOHd5-2BBOHd5-2BBOHd3-3 BBOHd6-3 BBOHd5-2 2-11.875" LSL-4' 2-11.875" LSL-14' 2-11.875" LSL-20'2-7.25" LSL-10'Girder TrussGirder TrussTS1 RimRimRimRimRimRim Rim Rim RimF14'2-7.25" LSL-10'TS22-7.25" LSL-8'TS12-7.25" LSL-10' 1' 2"1' 6" BBOHd5-2 BBOHd5-2TSHd2-2 H2 1' 0" 10"10" TSHd1-2RimRimTS1-3 H1 No Soln.RimRim RimF14'TJI Blocking 1' 4"BBOHd4-2TS2-2 10"1' 0" 10"10"1' 0" 10"BBOHd2-2BBOHd1-2 BBOHd1-2M1-2Mono GirderF28' 16" O.C. F28' 16" O.C. F4' 16" O.C. F16' 16" O.C. F40' 16" O.C. F12' 16" O.C. F24' 16" O.C. H5 H5 H5 H5 H5 F30' 16" O.C.F18' 16" O.C. F18' 16" O.C. Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116"← Floor Trusses →2 Trimmers 6x8 Glulam 34.6k 2-2x6 3-2x6 3-2x6 3-2x6 3-2x6 6x6 Glulam 21k Customer:Job Name:Address/Lot:Youngfield HomesFoster/Ruberto Residence17919 Hidden Creek TrailCity, State:Lakeville, MNPlan/Model #:Hollybrook FJob Number:30733Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:9/21/23Revised By:Alex S.Revision Date:11/1/2023Revision #:1SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 BBOHd2-3 6' 0" 2 x 10 SPF No.1/No.2 3 6 BBOHd1-2 5' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd4-3 4' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd3-2 3' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd4-3 BBOHd3-2BBOHd3-2TSHd1-2 TSHd1-2 Girder TrussBBOHd3-2BBOHd1-2 BBOHd2-3BBOHd2-3 3-2x6 3-2x6 Customer:Job Name:Address/Lot:Youngfield HomesFoster/Ruberto Residence17919 Hidden Creek TrailCity, State:Lakeville, MNPlan/Model #:Hollybrook FJob Number:30733Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:9/21/23Revised By:Alex S.Revision Date:11/1/2023Revision #:1SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Print Name: Signed: Nick Hanson I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. License Number:1-1-23 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 21$QZ 5JCMQRGG/0 GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2" OFCENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. 20.THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOIL PRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGN FOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW AND CONSENT OF THE HANSON GROUP. COPYRIGHT HANSON GROUP LLC 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 2 1 $ Q Z 5 J C M Q R G G / 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 & T G Y U % Q P E T G V G + P E 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 159 3.001 January 1, 2023 S9 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 & T G Y U % Q P E T G V G + P E 21$QZ 5JCMQRGG/0 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1511 3.001 January 1, 2023 S11 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 & T G Y U % Q P E T G V G + P E 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1513 3.001 January 1, 2023 S13 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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 &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRAD E L I N E 9'-4" MAX.6'-0" MAX.4'-0" MAX.SEE BASEMENT WALL DETAILSEE LOOKOUT WALL DETAILSIM.CONSTRUCT SIM. LOOKOUT WALLw/ MIN. (2) #4 HORIZ. BARS3 MIN. 1 S7S5S5SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1515 3.001 January 1, 2023 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Site address Date 8/16/2023 Contractor Silver Tree Plumbing & Heating, LLC By Jake Ryan Section A Square feet (Conditioned area inc. 5114 TOTAL VENTILATION 192 basement – finished or unfinished)CONTINUOUS VENTILATION 96 Number of bedrooms 5 # of BEDROOMS 1 2 3 4 5 6 Total/ Total/ Total/ Total/ Total/ Total/ continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/;83 180/90 195/98 210/105 225/113 Equation R403.5.2 2015 Mn Energy Code (0.02 x conditioned space) + (15 X (# of bedrooms + 1))= TOTAL VENTILATION RATE Sq Ft 5114 0.02 102.28 Bedrooms 5 15 75 Plus 1 bedroom 15 TOTAL VENT 192.28 CFM Section B Low cfm: High cfm: 96 192 Section D Control Set at 40%96 CFM HIGH set at 80%192 CFM (BALANCED) Table R403.5.2 2015 Minnesota Energy Code Total and Continuous Ventilation Rates (in cfm) Conditioned space (in sq. ft.) 2015 Mechanical & Energy Code – Ventilation, Makeup, and Combustion Air Calculations Ventilation Method 18774 Javelin Ave, Lakeville Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5..2, 2015 Minnesota Energy Code) ☒Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Ventilator) – cfm of unit in low must not exceed continuous ventilation rating by more than 100%. Ventilation Controls (Describe operation and control of the continuous ventilation) Page 1 of 5 One or multiple power vent or direct vent appliances or no combustion appliances One or multiple fan- assisted appliances and power vent or direct vent appliances One atmospherically vented gas or oil appliance or one solid fuel appliance Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column A Column B Column C Column D 1.Enter the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) 5114 Estimated House Infiltration (cfm): [1a x 1b]767.1 2. Exhaust Capacity ERV/HRV=0 a) clothes dryer (cfm)135 135 135 135 b) 80% of largest exhaust rating (cfm); (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) 240 c) 80% of next largest exhaust rating (cfm); NA (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm);375 [2a + 2b +2c] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above)375 b) estimated house infiltration (from above)767.1 Makeup Air Quantity (cfm); [3a – 3b]-392.1 (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 Not required, negative number A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Directions - In order to determine the makeup air for ventilation, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if kitchen hoods exceed 300 cfm, atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The ventilation make-up air supply must communicate with the exhaust appliances. Table 501.4.1, 2015 Minnesota Mechanical Code PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS (Additional makeup air will be required for combustion appliances, see KAIR method for calculations) Be advised: 2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of exhausting in excess of 400 cfm shall be provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. Page 2 of 5 Section E Passive (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Powered (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Interlocked with exhaust device (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Other, describe: Location of duct or system ventilation make-up air: (Determined from make-up air opening table, Table 501.4.2.) NR -392.1 Not Required Makeup Air Opening Table for New and Existing Dwelling Table 501.4.2, 2015 Minnesota Mechanical Code One or multiple power vent, direct vent appliances, or no combustion appliances One or multiple fan- assisted appliances and power vent or direct vent appliances One atmospherically vented gas or oil appliance or one solid fuel appliance Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column A Column B Column C Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 - 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F X Size and type FLEX= RIGID= Other, describe: Not required per mechanical code (No atmospheric or power vented appliances) Make-up air for COMBUSTION Passive (see IFGC Appendix E, Worksheet E-1) Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method (KAIR). For new construction, 4b of step 4 is required to be filled out. The example assumes a typical 3,000 square foot home with a finished basement that has a mechanical room that is 10 feet wide by 12 feet long with an 8 foot ceiling. It also assumes installation of a 70,000 btu, 2 pipe condensing furnace; and a 40,000 Btu, power vented water heater. Make-up air for VENTILATION Size and type (round, rectangular, flex or rigid) Page 3 of 5 Furnace/Boiler: Water Heater: INPUT in BTUHS:0 CAS VOLUME:1944 Mech Room Length:18 Mech Room Width:12 Mech Room Height:9 Cubic feet INPUT (BTUH/HOUR)= TRV (ft3)= INPUT (BTUH/HOUR)=0 RVFA (Ft3)=3000 INPUT (BTUH/HOUR)=0 RVNFA (Ft3)=NONE RVFA:3000 RVNFA (Ft3)=0 3000 Ft3 RATIO=1944 DIVIDED BY 3000 EQUALS:0.65 RF = 1 minus Ratio Ratio RF=1 MINUS 0.65 EQUALS:0.35 INPUT (BTUH/HOUR)=0 CAOA=0 divided by 3000 EQUALS:0.00 BTUH/HR per in2 MIN CAOA=0.00 X 0.35 0.00 Square Inches CAOD= 1.13 X Square root Minimum CAOA=0.00 inches Step 1: Complete vented combustion appliance information. __ Draft Hood __ Fan Assisted __-Direct Vent XX FURNACE IS SEALED COMBUSTION (for Furnace, Boiler, and/or Water Heater in the Same Space) IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method Total Btu/hr input of all fan-assisted and power vent appliances Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method __ Draft Hood (Non- fan assist) __ Fan Assisted & Power Vent __ Direct Vent _X_Electric Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required Volume (TRV) Step 6: Calculate Reduction Factor (RF). (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) Total Btu/hr input of all non-fan-assisted appliances Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) Total Required Volume (TRV) = RVFA + RVNFA 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304 Minimum CAOA = CAOA multiplied by RF Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 Step 8: Calculate Minimum CAOA. If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Page 4 of 5 Input Rating (Btu/hr) 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted Non-Fan Assisted 1.     The 1994 date refers to dwelling constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is .20 air changes per hour (ACH). 2.     This section of the table is to be used for dwelling constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Although this worksheet, IFGC Appendix E, Worksheet E-1 and the following worksheet, IFGC Appendix E, Table E-1, is referenced in the 2015 Minnesota Fuel Gas Code, these worksheets were not included in the published copy. Page 5 of 5 Electric 17919 Hidden Creek 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 Tuesday, October 3, 2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17919 Hidden Creek Ct., Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:17919 Hidden Creek Ct., Lakeville Designed By:Jake Ryan Project Date:10/3/2023 Project Comment:Hollybrook 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 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:1,166 CFM Per Square ft.:0.228 Square ft. of Room Area:5,114 Square ft. Per Ton:1,845 Volume (ft³):44,110 Building Loads Total Heating Required Including Ventilation Air:64,134 Btuh 64.134 MBH Total Sensible Gain:25,972 Btuh 78 % Total Latent Gain:7,293 Btuh 22 % Total Cooling Required Including Ventilation Air:33,265 Btuh 2.77 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\17919 Hidden Creek Ct, Lakeville - Heat Calc.rh9 Tuesday, October 3, 2023, 3:34 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17919 Hidden Creek 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 2.77 1,845 5,114 25,972 7,293 33,265 64,134 769 1,166 769 1,166 1,166 System 1 Main Floor Yes 2.77 1,845 5,114 25,972 7,293 33,265 64,134 769 1,166 769 1,166 1,166 12x17 Ventilation 1,082 5,276 6,358 6,596 192 192 192 Supply Duct Latent 113 113 Return Duct 10 21 31 52 Humidification 8,402 Zone 1 5,114 24,880 1,883 26,763 49,083 769 1,166 769 1,166 1,166 12x17 1-Basement 1,599 4,825 0 4,825 15,939 250 226 250 226 226 2--6 2-Main Level 1,599 12,398 1,883 14,281 16,431 258 581 258 581 581 5--6 3-Second Floor 1,916 7,657 0 7,657 16,713 262 359 262 359 359 3--6 F:\ ...\17919 Hidden Creek Ct, Lakeville - Heat Calc.rh9 Tuesday, October 3, 2023, 3:34 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17919 Hidden Creek 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 Reg Size System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 575.7 250 226 226 2--6 2-Main Level Built-In 450 750 0.01 0.1 591.6 258 581 581 5--6 3-Second Floor Built-In 450 750 0.01 0.1 609 262 359 359 3--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 822.8 769 1,166 1,166 12x17 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:769 Cooling Flow:1166 F:\ ...\17919 Hidden Creek Ct, Lakeville - Heat Calc.rh9 Tuesday, October 3, 2023, 3:34 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17919 Hidden Creek 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 0.28 611.3 14,360 0 11,105 11,105 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 3227 18,249 0 3,419 3,419 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05, above grade U-value 0.083 1116 5,208 0 127 127 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM, U-value 0.05 192 834 0 196 196 RJ R-20 RIM JOIST: Wall-Frame, Custom, RJ R-20 RIM JOIST R-20 SPRAY FOAM, U-value 0.05 216.7 941 0 221 221 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 1916 3,334 0 1,954 1,954 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 1599 2,782 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 317.2 966 0 122 122 Subtotals for structure:48,542 0 17,724 17,724 People:6 1,200 1,380 2,580 Equipment:683 3,430 4,113 Lighting:650 2,217 2,217 Ductwork:594 134 139 274 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 192, Summer CFM: 192 6,596 5,276 1,082 6,358 Humidification (Winter) 22.91 gal/day :8,402 0 0 0 Total Building Load Totals:64,134 7,293 25,972 33,265 Check Figures Total Building Supply CFM:1,166 CFM Per Square ft.:0.228 Square ft. of Room Area:5,114 Square ft. Per Ton:1,845 Volume (ft³):44,110 Building Loads Total Heating Required Including Ventilation Air:64,134 Btuh 64.134 MBH Total Sensible Gain:25,972 Btuh 78 % Total Latent Gain:7,293 Btuh 22 % Total Cooling Required Including Ventilation Air:33,265 Btuh 2.77 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\17919 Hidden Creek Ct, Lakeville - Heat Calc.rh9 Tuesday, October 3, 2023, 3:34 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17919 Hidden Creek 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 South 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 226 272 276 300 273 *306 290 283 3--6 2 Main Level 581 628 614 647 613 *657 640 651 6--6 3 Second Floor 359 396 401 400 366 418 *439 423 4--6 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°South 1,166 25,972 7,293 2.77 45°Southwest 1,295 28,744 7,293 3.00 90°West 1,291 28,647 7,293 2.99 135°Northwest 1,347 29,851 7,293 3.10 180°North 1,252 27,817 7,293 2.93 225°Northeast *1,380 *30,555 7,293 *3.15 270°East 1,370 30,341 7,293 3.14 315°Southeast 1,358 30,075 *7,293 3.11 * Indicates highest value of all rotations. 2.7 2.8 2.9 3.0 3.1 South Southwest West Northwest North Northeast East SoutheastCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\17919 Hidden Creek Ct, Lakeville - Heat Calc.rh9 Tuesday, October 3, 2023, 3:34 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17919 Hidden Creek Ct., Lakeville Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 29,000 30,000 31,000 32,000 33,000 34,000 35,000 36,000 37,000 38,000 39,000 40,000 41,000 42,000 43,000 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 South Front door faces Southwest Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast F:\ ...\17919 Hidden Creek Ct, Lakeville - Heat Calc.rh9 Tuesday, October 3, 2023, 3:34 PM Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is required for “Construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,” (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. “Permittees must ensure a trained person will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ inch in 24 hours,” (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ Company: ___________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: __________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 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 09/22/23 17919 Hidden Creek Court