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HomeMy WebLinkAboutLA209035 - 17955 Headwaters Dr 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 1" Water Meter 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 FLOORTOTAL4,449 SF1,443 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,226 SF649 SF217 SFUNFINISHEDSECOND FLOOR1,760 SF-SIDEWALK52 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,339 SF614 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"200 AMP SERVICEGARAGE LEFTWALKOUT BASEMENTHIGHVIEW RIDGELOT 1, BLOCK 517955 HEADWATERS DRIVEKISHORE & PRASUNA DUBAGUNTA2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, MN 55044DNOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER6'-11-3/8"2018 BUILDING CODE2020 ENERGY CODET.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 SIDEELEV. 106'-10"SIDEWALK 52 SF4'-0"Garage8'-6"8'-6"4'-0"Porch2'-0"6'-0"2'-0"FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERS8'-4" TALL FOUNDATION WALLYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATIONSCALE: 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 PIPE08-11-2022A-0COVER SHEETHOLLYBROOK 4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670Dave.Zweber@DavidCharlezDesigns.com ORIGINAL DESIGN WORK BY: ELEV. A, B OR C SCALE: 1/4" = 1'-0"1SEPTEMBER 28, 20222DECEMBER 8, 2022Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/21/2022dmathews SCALE: 1/4" = 1'-0"FRONT ELEVATION "A"A-111'-6"8'-0" 8'-0"128T.O. FTG.EL. 104'-4"TOP OF FTGEL.100'-0"2ND FLOORELEV. 119'-7-7/8"1ST FLOORELEV. 109'-6-1/8"TOP OF PLATE1'-0"ELEV. 127'-9"5 1/2" TRIM BOARD18" RAKE12812" TRIM BOARDS12" TRIM BOARDSFYPON BKTBL 26651'-6"HARDIE SHAKES8" TRIM - 7-1/4" FRAMED SOFFIT3'-6"6:126:12STONE RETURNFUR OUTGABLE 2"HARDIE SKIRT BD.FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.5-1/2" TRIMBOARDSWINDOWSBOARDS AROUNDAROUND FRONT5-1/2" TRIMBOARDSDOOR5-1/2" TRIM5-1/2" TRIMBOARDHARDIE SIDINGHARDIE SIDINGHARDIE BOARD & BATTEN7-1/2" FRIEZE BOARDHARDIE SHAKES24" RAKE7-1/2" FRIEZE BOARD18" RAKE18" RAKE6" CUT BLOCKSUSE 1/2" OSB SHEATHINGFYPON BKT24" OH, 8/12 PITCHFOR BRACED WALL REQUIREMENTSBOTH GARAGE PIERSFYPON BKT12" x 28" x 5-1/4"6" BOX OUTBL 2665BL 26066" CUT BLOCKSHARDIE BOARD & BATTEN8" O.C. SPACING16" O.C. SPACINGHARDIE SIDINGHEEL HEIGHTS FORPORCH AND GARAGEBASED ON BOTTOM OFFASCIA BEING FLUSH W/TOP OF 7-1/4" BEAM.7-1/2" FRIEZE BOARDDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)24" RAKE4" TRIMSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES8'-612"ELEVATIONSHOLLYBROOK A-1TWO STORY 4 BEDROOM08-11-2022LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701SEPTEMBER 28, 20222DECEMBER 8, 2022 SCALE: 1/8" = 1'-0" LEFT ELEVATION3 A-2 A-2 1 REAR ELEVATION SCALE: 1/8" = 1'-0" 1ST FLOOR 2ND FLOOR TOP OF PLATE 1'-6" 6 12 TOP OF FTG. VARIES ELEV. 127'-9" ELEV. 109'-6-1/8" ELEV. 119'-7-7/8" 1'-0" ELEV. 109'-6-1/8" 1ST FLOOR 1'-0" ELEV. 119'-7-7/8" 2ND FLOOR TOP OF PLATE ELEV. 127'-9" ROOFVENTS 1ST FLOOR EL.96'-4" TOP OF FOOTING 6 12 1'-6" (TYP.) 8 12 10'-0" 8 12 GRADE 6" EARTH SEPARATION BETWEEN SIDING AND 1ST FLOOR 2ND FLOOR TOP OF PLATE 1'-6" 6 12 TOP OF FTG.EL.100'-0" ELEV. 127'-9" ELEV. 109'-6-1/8" ELEV. 119'-7-7/8" 1'-6" EL.100'-0" 6 12 TOP OF FTG.VARIES 10'-0" 6:12 1'-6" SCALE: 1/8" = 1'-0" ROOF PLAN A-2 4 8:12 6:12 6:12 8:12 8:12 8:12 8:12 8:12 6:12 11 ROOF VENTS A-2 2 RIGHT ELEVATION SCALE: 1/8" = 1'-0" VINYL ALL 3 SIDES ELEVATIONS A-2HOLLYBROOKTWO STORY4 BEDROOM08-11-2022 LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC6276701 SEPTEMBER 28, 2022 2 DECEMBER 8, 2022 Secure door closed until deck is constructed with a separate permit. GREATER THAN 44" ABOVE SLAB WINDOW, FINISHED SILL HT. TO BE NO VERIFY EXACT R.O. SIZE FOR EGRESS NOTE: 8" x 20" - TYPICAL CONCRETE FOOTINGS T.O. 8" WALL EL. 108'-4" T.O. FTG. EL. 96'-4"T.O. 8" WALL EL. 108'-4" T.O. FTG. EL. 96'-4" 44'-0" 9'-6"13'-3"14'-3"7'-0" 8'-4" TALL FOUNDATION WALL 6'-0"x 6'-11" PATIO T.O. 8" CONC. T.O. FTG. EL. 100'-4" EL. 96'-4"10'-0"MIN. FTG. STEP42x60 10'-0"MIN. FTG. STEP14'-0" (2) 9-1/2" LSL A A 5,000 LB. FOOTING STRENGTH MIX BASEMENT PLAN SCALE: 1/4" = 1'-0"A-3 1 SLOPE SLAB FOR DRAINAGET.O. 6" CURB EL. 108'-4" EL. 100'-0" T.O. FTG. VARIES Unexcavated 4" CONC. SLAB T.O. SLAB T.O. SLAB EL. 100'-4" Rec. Rm. CARPET SOFTENEROUTLET FURN. Bedroom #5 CARPET START SLAB AT TOP OF WALL AT BACK OF GARAGE EL. 108'-4" T.O. 8" WALL EL. 104'-4" T.O. FTG. EL. 107'-8" T.O. 6" CURB 30" SIMPSON ANCHOR BOLT LBOLT62140 FOR BRACED WALL PANEL REQUIREMENTS 40'-0"10'-7"17'-3"11'-0"19'-0" 1'-41 2"8'-3" M.O.1'-412"1'-412"16'-3" M.O.1'-41 2"22'-0"26'-0"15'-1"11'-5"7'-912"4'-414"13'-914"6'-0"48'-0"2'-0"1'-0"CJ26'-6"13'-6"7'-0"20'-6" 23'-6" DROPPED (3) 11 7/8 LSL 9'-7" 5'-7" USE (1) 2x6 TOP PLATE 8'-4" WALLS 12'-2"DROPPED Bath VINYL 51 SF FLR.28"11'-5"4'-414"8'-314" (3) 2x10 DROPPED ROD & SHELF28"W.I.C. CARPET 3'-0" 7'-41 4" 10'-1" (3) 9-1/2" LSL Stairs 10'-1"5'-2"17'-412" 11'-0" UP 10"6'-1"1'-0"HALF WALL4'-334"5'-7"4'-11"3"16'-034"3'-1134"6'-0"1'-0"7'-0"10'-0"8'-0" 20'-6" 12" CONC. PIER SEE SHEET A-0 DIST. REQ'D. FOR STAIRS ( VERIFY ACT. TO FINAL GRADE )FTGS. TY P.24"x24"(3) 2x10 (3) 2x10 - DROPPED (3) 2x10 DROPPED (3) 2x10 - DROPPED8'-0"1'-0"1'-0"5'-312"3'-11 2" (2) 9-1/2" LSL 2'-0"VOIDWALL TO ALLOW 24" VOID UNDER FOR SEWER11'-412"2'-83 4" 4" DRAINTILE AT FOOTINGS ON EACH WALL AS MARKED 54x6030x60 30x60 (3)9-1/2" LSL 2- 2 x 6 2- 2 x 6 (3) 2x10 DROPPED WATER HEATER Mechanical/Storage 4" CONC. SLAB SUMP 32"10'-4" 1 A6 2'-0"2'-0"CD FIRE RESISTANT FLOOR SYSTEM OR 1/2" GYPSUM WALL BOARD WITH 80 SQ. FEET UNPROTECTED 30x30x12 FOOTINGS 2" BRICK LEDGE EL. 107'-8" 2 A7 NO DRAINTILE AT WALKOUT WALL ONLY 2x8 JOISTS@ 16" O.C.14'-214"13'-814"7'-934"6'-934"42x42x12 FOOTING W/ #5 BAR 12" O.C. BOTH DIRECTIONS 42x42x12 FOOTING W/ #5 BAR 12" O.C. BOTH DIRECTIONS APPROXIMATE LINE OF SOFFIT HOSEBIB HOSEBIB S S T.O. 8" WALL EL. 100'-0" T.O. FTG. EL. 108'-4" 6" WIDE x 12" TALL BEAM POCKET 30x30x12 FOOTINGS W/ A 6x6 TRTD. POST 30x30x12 FOOTINGSW/ A 5x7 PSL 11-7/8" LSL JOISTSSEE EWP PLAN48x3411-7/8" TJI JOISTSSEE EWP PLAN11-7/8" TJI JOISTSSEE EWP PLAN28" 24" VOID CD S S 48" VANITYADD EXTRA FOUNDATION STEP10'-0" 11 7/8 LSL 2x4 INTERIOR WALLS 2x6 INTERIOR WALLS SHEATHING - INSULATED CONCRETE WALLS BRICK / BRICK LEDGE 2x6 EXTERIOR WALL WITH 1/2" FUTURE FINISH WALL LEGEND FINISHED ROOM SIZES BEDROOM #5 STAIR REC ROOM BATH MECHANICAL/STORAGE TOTAL 201 SF 83 SF 764 SF 84 SF 217 SF 1,443 SF W.I.C.94 SF MIN. TREAD 10" STAIR REQUIREMENTS MAX. RISE 7-3/4" 10"734"MIN. NOSING 3/4" MAX. NOSING 1-1/4" 1-1/4" HEADER HEIGHT SCHEDULE A B C 6'-11-1/4" 8'-0" 7'-6" D 6'-11-3/8" UFER GROUNDING ROD ONE GROUNDING ROD MUST BE PROVIDED. VERIFY SIDE OF GARAGE SIDE: PLACE ROD 4'-0" BACK FROM FRONT CORNER. HOUSE SIDE: PLACE ROD 6'-0" ELECTRICAL SERVICE. BACK FROM FRONT CORNER.APPROX. LOCATIONBASEMENT PLAN A-3HOLLYBROOKTWO STORY4 BEDROOM08-11-2022 LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC6276701 SEPTEMBER 28, 2022 2 DECEMBER 8, 2022 BWPs Above UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. (2) 1-3/4"x11 7/8" LSL CONT. HEADER8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL16'x8' O.H. DOOR1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x6 STUD WALLS @ 16" O.C. W/2x6 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 HOUSE32" MTL. DR. S.C.(2)2x10Garage4" CONC. SLABBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGE(2) 1-3/4"x9-1/2" LSL6'-0" X 8'-0" PATIODiningLVPFlexRoomCARPETSEE FRAMING PLAN 11-7/8" TJI JOISTS @ 16" O.C.GreatRoomCARPETKitchenLVPELECTRICRANGEFoyerLVP(3) 2x1030x4828"30"BathVINYL43 SF (FLR)36" 24X36 30x48 44'-0"9'-6"13'-3"19'-0"2'-3"48'-0"22'-0" 40'-0"19'-0"11'-0"50'-0"1'-6"16'-0"1'-6"1'-6"8'-0"8'-10"6'-134"4'-334"7'-912"3'-634" 2'-11"11'-8"5'-1114"3'-712"6'-134"MudRoomVINYLPantryWOODW.I.C.VINYL28"28"ROD & SHELFWorkingPantryLVP36" DRYWALL5'-4"6'-1"12'-10" 2'-3"14'-10" 26'-6" 7'-0"GIRDER TRUSS6'-0" 5'-5"OPENING32x48(+43")57" DRYWALL(2)11-7/8 LSL3'-212" BENCH1'-0"12'-834"(2) 2x10(2) 2x10 54x6630x6630x66(2)9-1/2" LSL2- 2 x 6 2- 2 x 6HVACPLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAN THE HOUSE.FULL HEIGHT WALLPLATE HEIGHT 8-1/8"LOWER.CCBCROD & SHELFW.I.C.CARPET60x34(2) 2x10 SHELVES5'-3"9'-5"17'-414"6'-0"5 x 7 P S L 6X6 GLU4'-2"TOP SIZE 90x4278"x 30"ISLAND4'-2" 5'-934"FLUSHUP10"DN6'-0"6'-1"4'-10"1'-111 4" RAIL 4'-21 2" 5'-0"10'-11"11'-31 4" 15'-234"THERMOSTAT6' - 9 "(2)11-7/8" LSL4'-10"5'-812"R & S 24 "2'-1012"BENCH 24"SOFFIT DOWN 12" R & S 3'-934"OPENING3'-112"SCALE: 1/4" = 1'-0"FIRST FLOOR PLAN A, B, CA-4117'-3" 28"24"LINEN32" DRYWALLOPNG. (+96")5'-312"DUCT CHASE(2) 1-3/4"x7-1/4" LSLPORCH HEADER2'-0" 2'-0" 7'-0"20'-0"1'-6"2'-0"6'-0"2'-0"8'-0"2'-0"11'-8"5'-6"20'-6"(2) 1-3/4"x7-1/4" LSL PORCH HEADER 8'-0" 2'-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 7-1/14" TALL BYSOFFIT INSIDE SHOULD BEFLUSH WITH BOTTOM OFHEADERS.DROPPED20" PRE-ENGINEERED TRUSSES @ 19.2" O.C. GIRDER TRUSS PORTAL FRAMEPANEL ACCESS ATTIC 22x30 10'-218"DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)@ HOUSEOPNG. (+96")11'-414"10'-41 4" D.W.REF. 24X24 FIX 24X24 FIX (2) 2x10(2) 2x10 BB2'-534"3'-0"11'-914"SWINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.SCDHOOD VENT3'-4"A(3) 2x10(2) 36X66 MULLED5'-238"5'-138"6'-91 2"5'-7 3 4" 22'-9"7'-10"3'-10"D.W.SINK DISPOSAL54" VANITY1'-10"2'-1112"1st RISER 1/4" MORE1st RISER 1/4" MORE(2)9-1/2 LSL11-7/8 LSL(2)11-7/8" LSL(2) 2X102x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND263 SFFINISHED ROOM SIZESMUD ROOM/W.I.C. - VINYLGREAT ROOM - CARPETKIT/DINING/FOYER - LVP77 SFSTAIRS - CARPET76 SF587 SFFLEX ROOM & W.I.C. - CARPET158 SFBATH - VINYL60 SFPANTRY/HALL/WORKING PANTRY - LVP79 SFOPT. 3/4 BATHMIN. 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 VERIFIED 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"FIRST FLOOR PLANA-4HOLLYBROOK TWO STORY 4 BEDROOM08-11-2022LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ELEVATION A, B & C 1SEPTEMBER 28, 20222DECEMBER 8, 2022Smoke3.54.5665556PFHPFH SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN A-5 1 TYPICAL EXT. WALL INSIDE AND 1/2" SHEATHING - EXT. FIBERGLASS BATT INSULATION 4 MIL 2x6 STUD WALLS @ 16" O.C. W/ (R=21) POLY VAPOR BARRIER & 1/2" GYP. BD.TRUSSES @ 24" O.C.PRE-ENGINEERED ROOF(2) 36X48 MULLED 1 A6 PANEL ACCESSATTIC 22x30 Primary Bath VINYL 70 SF FLR (2) 36x60 MULLED30" 30"24"ROD & SHELF W.I.C. CARPET 24"ROD & SHELF Bedroom #3 CARPET Bedroom #2 CARPET Loft CARPET Bedroom #4 CARPET W.I.C. CARPET28"ROD & SHELF24"Laundry VINYL 46 SF FLR Primary Bedroom CARPET 44'-0" 18'-41 2" 14'-012" 2'-6"40'-0"4'-5"2'-6"9'-5"16'-9"6'-11"40'-0"44'-0" 13'-1" 6'-71 2"2'-2"8'-11"15'-0"7'-81 2"5'-41 2"12'-034"5'-834"W.I.C. CARPET 48x48 (2) 2x102'-2" 24X242'-0"5'-11 2"5'-31 2" (2) 2x10 (2) 2x10 Linen 5'-312"4'-512"1'-1012"8'-4" 3'-3"54x42 SLIDER(2) 2x106'-31 2" 36x60 36x602'-6"SAME HEIGHT AS PLATE (8'-1-1/8") (+8") STEP UP CEILING 8'-9-1/8") 2'-0"2'-0"32" PKT.13'-8"3'-9"42x60(3) 2x10 (2) 2x104'-312" A A A A A A A4'-312"5'-612"5'-714"3'-134"18'-412" 10'-11"5'-4" HALF WALL AT 42" TALL 3'-1034"5'-0" BI-FOLD WINDOW SILLS MORE THAN 6' ABOVE FINISHED GRADE (SURFACE BELOW) OR LESS THAN 24" FROM FINISHED FLOOR SHALL REQUIRE A WINDOW OPENING CONTROL DEVICE. TEMP. 30" 28"28"28"Jack & Jill VINYL 66 SF FLR BUMP 9'-134"Jr. Suite Bath VINYL 32 SF FLR28"5'-312" 15'-812"13'-1014"11'-03 4" Hall Carpet DN4'-1112"4'-10"4'-10"4'-312"4'-51 4" 17'-614" HALF WALL (+42") 15'-212"9'-912"(2) 9-1/2" LSL24X24(2) 2x10A (3) 2x102'-914"A TILE ON THE WALL ONE LAYER OF ABOVE THE TUB 28"ROD & SHELF 7'-81 2"10'-234"3'-712"UP 24"(2) 2x10(2) 2x10 CD CD 3'-134"11'-612"11'-4"12'-6"50-1/2" R.O.60x34 WASHERDRYER SLIDE IN TUB - 72X36 48x343'-414"1'-0" S S S S S S 5'-0" BI-FOLD RCI CHANNEL IN THIS AREA RC-1 CHANNEL THIS AREA RC-1 CHANNEL THIS AREA 8'-912"28"5'-11"60x34 43" VANITY2x4 INTERIOR WALLS 2x6 INTERIOR WALLS SHEATHING - INSULATED CONCRETE WALLS BRICK / BRICK LEDGE 2x6 EXTERIOR WALL WITH 1/2" FUTURE FINISH WALL LEGEND MIN. TREAD 10" STAIR REQUIREMENTS MAX. RISE 7-3/4" 10"734"MIN. NOSING 3/4" MAX. NOSING 1-1/4" 1-1/4" BE FIELD MEASURED BY TRUSS SUPPLIER TRUSS DESIGN BY MFG. TRUSSES NOTED WITH DIMENSIONS TO BE VERIFED SHALL ALL HEADERS ARE (2) 2x10 TYPICAL UNLESS NOTED OTHERWISE ON PLANS. HEADERS: TRUSSES: HEADER HEIGHT SCHEDULE A B C 6'-11-1/4" 8'-0" 7'-6" D 6'-11-3/8" 343 SF FINISHED ROOM SIZES HALL/LOFT - CARPET PRIMARY BEDROOM/W.I.C. - CARPET PRIMARY BATH - VINYL 304 SF 112 SF JR. SUITE BATH - VINYL 46 SF JACK & JILL - VINYL 90 SF LAUNDRY - VINYL 46 SF BEDROOM #2 - CARPET 163 SF BEDROOM #3 - CARPET 197 SF BEDROOM #4 - CARPET 242 SF FLOORING TOTALS ARE ON FLOOR PLAN SECOND FLOOR PLAN A-5HOLLYBROOKTWO STORY4 BEDROOM08-11-2022 LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC6276701 SEPTEMBER 28, 2022 2 DECEMBER 8, 2022 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). BUILDING SECTION SCALE: 1/4" = 1'-0"A-6 1 5/8" TYPE "X" GYP. BD. OR 1/2" SAG-RESISTANT 11-7/8" TJI JOISTS SEE FRAMING PLAN GLUED AND NAILED 3/4" OSB FLOOR SHEATHING 4" CONCRETE SLAB GIRDER TRUSS ELEV. 104'-4" ELEV. 108'-4" T.O. FTG. AS REQUIRED DIAG. WIND BRACING T.O. 4" CURB BEYOND Garage CONCRETE STEP 1/2" GYP. BD. OVER 4 MIL POLY V.B. MechanicalStorage 4" CONCRETE SLAB R-49 ROOF INSULATION 1178"9'-118"34"OF 6" FROM GRADE 8'-4" WALLS - (1) 2x6 TOP PLATE 8'-512"TOP OF FOOTING ELEV. 100'-0" ELEV. 108'-4" ELEV. 109'-6-1/8" TO BOTTOM OF TOP OF 8" CONC. MAINTAIN A MIN. CL. SIDING8'-118"34"1178"1ST FLOOR 2ND FLOOR ELEV. 119'-7-7/8" TOP OF PLATE ELEV. 118'-7-1/4" ELEV. 127'-9" 2ND FLOOR CLG. TRUSSES @ 24" O.C. PRE-ENGINEERED ROOF BOTTOM OF GARAGE DOOR SHOULD BE SET 4" DOWN FROM TOP OF POURED WALL Flex RoomFoyer Bedroom #2 SEAL ALL JOINTS, CRACKS, OR OTHER OPENINGS WITH POLYURETHANE CAULK FOR RADON PROTECTION 20" FLOOR Loft Bedroom #3 1'-6" PLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAN THE HOUSE.818"8'-5"GLUED AND NAILED 3/4" OSB FLOOR SHEATHING PRESSURE TREATED 2x6 SILL PLATE W/ SILL SEAL INSUL. & 1/2" ANCHOR BOLTS AT 6'-0" O.C. TRUSSES BEYOND BATH MIN. TREAD 10" STAIR REQUIREMENTS MAX. RISE 7-3/4" 10"734"MIN. NOSING 3/4" MAX. NOSING 1-1/4" 1-1/4" SECTION A-6 08-11-2022 HOLLYBROOKTWO STORY4 BEDROOMLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC6276701 SEPTEMBER 28, 2022 2 DECEMBER 8, 2022 BUILDING SECTION1 A-7 SCALE: 3/8" = 1'-0"8'-118"4" CONCRETE SLAB 8" x 20" CONC. FTG'S PLATE W/ SILL SEAL INSUL. & PRESSURE TREATED 2x6 SILL 8'-512"ELEV. 100'-0" TOP OF FOOTING ELEV. 118'-7-1/4" ELEV. 119'-7-7/8" TOP OF PLATE 2ND FLOOR TOP OF 8" CONC. ELEV. 108'-4" ELEV. 109'-6-1/8" 1ST FLOOR9'-118"1178"34"34"1178"ELEV. 127'-9" 2ND FLOOR CLG. BOISE RIM BOARD 1-1/8" OSB RIM BOARD WATERPROOFING 1) COAT EXTERIOR W/ POLYUREA WATER- 2x6 STUD WALLS @ 16" O.C. W/ (R=21) FIBERGLASS BATT INSULATION, 4 MIL POLY VAPOR BARRIER & 1/2" GYPSUM BOARD INSIDE BOISE RIM BOARD 1-1/8" OSB RIM BOARD 2x6 STUD WALLS @ 16" O.C. W/ (R=21) FIBERGLASS BATT INSULATION, 4 MIL POLY VAPOR BARRIER & 1/2" GYPSUM BOARD INSIDE 11-7/8" TJI JOISTS @ 16" O.C. BLOCKING AT FOUNDATION WALLS PARALLEL TO FRAMING SEE DETAIL 3/A-7 PROOFING DUCT SPACE BLOCKBLOCK OR 1/2" SAG-RESISTANT 5/8" TYPE "X" GYP. BD. R-49 ROOF INSULATION PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. OR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD. MIN. 6" ENERGY HEAL SEAL ALL JOINTS, CRACKS, OR OTHER OPENINGS WITH POLYURETHANE CAULK FOR RADON PROTECTION R-20 SPRAY FOAM @ RIM R-20 SPRAY FOAM @ RIM (R-20) (R-20) 5,000 LB. FOOTING STRENGTH MIX 2) FOAM W/ POLYURETHANE (R-15) 6 MIL POLY SLIP SHEET OVER FOAM PRIOR TO BACKFILL AS REQUIRED PER CITY 8'-4" CONCRETE WALLS 3/4" OSB FLOOR SHEATHING GLUED AND NAILED 3/4" OSB FLOOR SHEATHING GLUED AND NAILED MAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING RIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE 1/2" ANCHOR BOLTS @ 6'-0" O.C. (8" EMBED.) 1/2" EXTERIOR SHEATHING TYPICAL UNLESS NOTED OTHERWISE 1/2" EXTERIOR SHEATHING TYPICAL UNLESS NOTED OTHERWISE SHINGLES OVER 15# 15/32" OSB ROOF SHEATHING BUILDING PAPER (ICE DAM EAVES 8'-4" WALLS - (1) 2x6 TOP PLATE FIRE RESISTANT FLOOR SYSTEM OR 1/2" GYPSUM WALL BOARD WITH 80 SQUARE FEET UNPROTECTED 3" EXTERIOR FOAM INSULATION AT LOOKOUT/WALKOUT SIDE WALLS. 2" FOAM AT FULL BASEMENT & 4' FROST FOOTINGS. 11-7/8" TJI JOISTS (FINISHED BASEMENT) 11-7/8" LSL JOISTS (UNFINISHED BASEMENT) 3) APPLY ABOVE GRADE FOUNDATION COATING ELEV. 100'-0" TOP OF FOOTING ELEV. 118'-7-1/4" TOP OF PLATE ELEV. 109'-6-1/8" 1ST FLOOR ELEV. 127'-9" 2ND FLOOR CLG.8'-5"9'-118"7'-0"6'-1114"4'-0"ELEV. 104'-4" TOP OF FOOTING 20" FLOOR TRUSSES SEE TRUSS SPECS 4" CONCRETE SLAB HOUSE FOOTING BEYOND GARAGE FOOTING TOP OF 8" CONC. ELEV. 107'-8" TOP OF 4" CONC. 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ŒZ0#+.50#+.$1661/2.#6'61$.1%-+0)Y  F0#+.5'8'4;2418+&'(7..&'26*$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y  ŒZ0#+.5'#%*0#+.'#%*64755616122.#6'Y  ŒZ61'0#+.52418+&'411(64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YŒZ61'0#+.5"1%0#+.$1661/2.#6'61$.1%-+0)Y  F0#+.5'8'4;2418+&',1+56&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YŒZ61'0#+.5"1%0#+.$1661/2.#6'61$.1%-+0)Y  F0#+.5'8'4;2418+&'64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YŒZ61'0#+.5"1%126+10#.9+0&19 Products PlotID Length Product Plies Net Qty F30' 30' 0" 11 7/8" TJI 210 joist 1 13 F28' 28' 0" 11 7/8" TJI 210 joist 1 11 F22' 22' 0" 11 7/8" TJI 210 joist 1 4 TJI Blocking 17' 8 15/16" 11 7/8" TJI 210 joist 1 1 F16' 16' 0" 11 7/8" TJI 210 joist 1 4 F4' 4' 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 TS1 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14 1-11.875" LSL-22' 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 1-11.875" LSL-6' 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 12 3-2x10 Trtd. 11' 0" 2 x 10 SPF No.1/No.2 3 3 3-2x10 Trtd. 10' 0" 2 x 10 SPF No.1/No.2 3 3 3-2x10 Trtd. 8' 0" 2 x 10 SPF No.1/No.2 3 3 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 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd3-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 BBOHd1-2 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 IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 No H2 4 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No CS CS CS CS CS CS CS CS CS BBOHd1-2 3-11.875" LVL-24'1-11.875" LSL-6' BBOHd1-2 6x6 Glulam6x6 Post1-11.875" LSL-22'RimRimRimRimRim Rim 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 F4'TJI Blocking TSHd3-2 TSHd1-3TSHd2-2 3-2x10 Trtd. 3-2x10 Trtd.3-2x10 Trtd.H1 1' 6"1' 2" TSHd3-2 F22' 16" O.C. F16' 16" O.C. F28' 16" O.C. TS1 16" O.C. F30' 16" O.C. H2 2 Trimmers 2 Trimmers 18,462# LSL Joists In This Area 11,688# 2 Trimmers Customer:Job Name:Address/Lot:Youngfield HomesDubagunta17955 Headwaters DriveCity, State:Lakeville, MNPlan/Model #:Hollybrook AJob Number:25741Lyman 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:10/3/22Revised By:Jeff D.Revision Date:12/19/22Revision #:2SALES 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 HUCQ1.81/9-SDS 8- SDS25134 - 4- SDS25134 No H3 9 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - No H5 19 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty F28' 28' 0" 11 7/8" TJI 210 joist 1 8 F24' 24' 0" 11 7/8" TJI 210 joist 1 12 F18' 18' 0" 11 7/8" TJI 210 joist 1 21 F16' 16' 0" 11 7/8" TJI 210 joist 1 3 F14' 14' 0" 11 7/8" TJI 210 joist 1 3 F12' 12' 0" 11 7/8" TJI 210 joist 1 3 TJI Blocking 11' 6 3/4" 11 7/8" TJI 210 joist 1 1 F4' 4' 0" 11 7/8" TJI 210 joist 1 4 2-11.875" LSL-22' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 1-11.875" LSL-18' 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 2-11.875" LSL-14' 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 2-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 1-11.875" LSL-6' 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 2-9.5" LSL-8' 8' 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 4 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 12 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 TSHd3-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd3-3 4' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd2-2 4' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd2-2 3' 0" 2 x 10 SPF No.1/No.2 2 12 CSCSCSCSCS BBOHd2-2BBOHd2-2BBOHd3-3 BBOHd2-2 2-11.875" LSL-4' 2-11.875" LSL-10' 2-11.875" LSL-14' 2-11.875" LSL-22'2-7.25" LSL-10'Girder TrussGirder Truss1-11.875" LSL-6'RimRimRimRimRimRim Rim Rim Rim2-7.25" LSL-10'1-11.875" LSL-18'2-7.25" LSL-8'1-11.875" LSL-6'Rim F14'10" 1' 2"1' 6" TJI Blocking TJI Blocking TSHd3-2 TSHd1-2BBOHd2-2 BBOHd2-21' 10"H5H1 H2BBOHd2-2 2-9.5" LSL-8' BBOHd2-2 BBOHd2-21' 5"1' 3"BBOHd1-2TSHd2-2 F12' 16" O.C. F14' 16" O.C. F18' 16" O.C. F28' 16" O.C. F28' 16" O.C.F4' 16" O.C. F16' 16" O.C. F24' 16" O.C. H3 H5 H5 H3 H3 ← Floor Trusses →2 Trimmers 6x6 Glulam6x6 Glulam Customer:Job Name:Address/Lot:Youngfield HomesDubagunta17955 Headwaters DriveCity, State:Lakeville, MNPlan/Model #:Hollybrook AJob Number:25741Lyman 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:10/3/22Revised By:Jeff D.Revision Date:12/19/22Revision #:2SALES 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 2 BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd2-2 5' 0" 2 x 10 SPF No.1/No.2 2 4 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 8 BBOHd4-3 BBOHd3-2BBOHd2-2TSHd1-2 BBOHd3-2BBOHd3-2 BBOHd2-2 BBOHd3-2BBOHd3-2BBOHd3-2BBOHd1-22 Trimmers Customer:Job Name:Address/Lot:Youngfield HomesDubagunta17955 Headwaters DriveCity, State:Lakeville, MNPlan/Model #:Hollybrook AJob Number:25741Lyman 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:10/3/22Revised By:Jeff D.Revision Date:12/19/22Revision #:2SALES 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:1-1-22 46665Date: SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2022. 2022 FOUNDATION GUIDE: DRAWING INDEX: SCOPE, INDEX, & CERTIFICATION S0 USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STEPPING DOWN WALL WITH GRADE S15 COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 150 2.001 January 1, 2022 S0 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 151 2.001 January 1, 2022 S1 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2" OFCENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. 20.THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOIL PRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGN FOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW AND CONSENT OF THE HANSON GROUP. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 152 2.001 January 1, 2022 S2 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 153 2.001 January 1, 2022 S3 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 154 2.001 January 1, 2022 S4 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 155 2.001 January 1, 2022 S5 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4 x 5'-0" HOOKS @ 24" O.C. EMBEDDED IN FOUNDATION WALL & CAST INTO SLAB (MAY REDUCE 2'-0" LEG LENGTH & DRILL IN & EPOXY 8" MIN. INTO FOUNDATION WALL) 3'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT)2'-0" COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 156 2.001 January 1, 2022 S6 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 157 2.001 January 1, 2022 S7 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 158 2.001 January 1, 2022 S8 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 159 2.001 January 1, 2022 S9 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1510 2.001 January 1, 2022 S10 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1511 2.001 January 1, 2022 S11 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWN ORSHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1512 2.001 January 1, 2022 S12 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1513 2.001 January 1, 2022 S13 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10'-0" MAX3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB1'-6" MIN3'-0" EACH WAY MIN 112" TYPSLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1514 2.001 January 1, 2022 S14 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRAD E L I N E 9'-4" MAX.6'-0" MAX.4'-0" MAX.SEE BASEMENT WALL DETAILSEE LOOKOUT WALL DETAILSIM.CONSTRUCT SIM. LOOKOUT WALLw/ MIN. (2) #4 HORIZ. BARS3 MIN. 1 S7S5S5SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2022© City: ofSheet: Drawing Date: Project Number: 1515 2.001 January 1, 2022 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 2022 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 17955 Headwaters Dr., Lakeville HVAC Load Calculations for Country Joe Homes 22260 Dodd Blvd Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Thursday, September 8, 2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17955 Headwaters Dr., Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:17955 Headwaters Dr., Lakeville Designed By:Jake Ryan Project Date:9/8/2022 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 North 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:1,033 CFM Per Square ft.:0.222 Square ft. of Room Area:4,646 Square ft. Per Ton:1,794 Volume (ft³):38,614 Building Loads Total Heating Required Including Ventilation Air:55,012 Btuh 55.012 MBH Total Sensible Gain:23,177 Btuh 75 % Total Latent Gain:7,906 Btuh 25 % Total Cooling Required Including Ventilation Air:31,083 Btuh 2.59 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:\ ...\17955 Headwaters Dr, Lakeville - Heat Calc.rh9 Thursday, September 8, 2022, 2:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17955 Headwaters Dr., 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 2.59 1,794 4,646 23,177 7,906 31,083 55,012 645 1,033 645 1,033 1,033 System 1 Main Floor Yes 2.59 1,794 4,646 23,177 7,906 31,083 55,012 645 1,033 645 1,033 1,033 11x16 Ventilation 1,116 5,441 6,557 6,802 198 198 198 Supply Duct Latent 113 113 Return Duct 10 21 31 52 Humidification 8,025 Zone 1 4,646 22,051 2,331 24,382 40,133 645 1,033 645 1,033 1,033 11x16 1-Basement 1,443 3,128 0 3,128 11,577 186 147 186 147 147 2--5 2-Main Level 1,443 10,954 2,331 13,285 13,369 215 513 215 513 513 5--6 3-Second Floor 1,760 7,969 0 7,969 15,187 244 373 244 373 373 3--7 F:\ ...\17955 Headwaters Dr, Lakeville - Heat Calc.rh9 Thursday, September 8, 2022, 2:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17955 Headwaters Dr., 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 0.1 537.4 186 147 147 2--5 2-Main Level Built-In 450 750 0.01 0.1 522.7 215 513 513 5--6 3-Second Floor Built-In 450 750 0.01 0.1 465.7 244 373 373 3--7 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 845.3 645 1,033 1,033 11x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:645 Cooling Flow:1033 F:\ ...\17955 Headwaters Dr, Lakeville - Heat Calc.rh9 Thursday, September 8, 2022, 2:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17955 Headwaters Dr., 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 0.28 413.5 9,715 0 7,935 7,935 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 2756.7 15,589 0 2,921 2,921 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 0.083 992 4,315 0 0 0 RJ R-20 RIM JOIST: Wall-Frame, Custom, RJ R-20 RIM JOIST R-20 SPRAY FOAM, U-value 0.05 360.7 1,567 0 369 369 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 1760 3,062 0 1,795 1,795 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 1443.2 2,511 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:39,593 0 13,722 13,722 People:6 1,200 1,380 2,580 Equipment:1,131 4,262 5,393 Lighting:750 2,558 2,558 Ductwork:592 134 139 273 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 198, Summer CFM: 198 6,802 5,441 1,116 6,557 Humidification (Winter) 21.88 gal/day :8,025 0 0 0 Total Building Load Totals:55,012 7,906 23,177 31,083 Check Figures Total Building Supply CFM:1,033 CFM Per Square ft.:0.222 Square ft. of Room Area:4,646 Square ft. Per Ton:1,794 Volume (ft³):38,614 Building Loads Total Heating Required Including Ventilation Air:55,012 Btuh 55.012 MBH Total Sensible Gain:23,177 Btuh 75 % Total Latent Gain:7,906 Btuh 25 % Total Cooling Required Including Ventilation Air:31,083 Btuh 2.59 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:\ ...\17955 Headwaters Dr, Lakeville - Heat Calc.rh9 Thursday, September 8, 2022, 2:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17955 Headwaters Dr., 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 North 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 147 201 *222 170 104 165 206 191 2--6 2 Main Level 513 605 *635 572 482 553 588 572 6--6 3 Second Floor 373 *400 378 390 372 381 357 382 4--6 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°North 1,033 23,177 7,906 2.59 45°Northeast 1,206 26,863 7,906 2.90 90°East *1,235 *27,491 7,906 *2.95 135°Southeast 1,132 25,296 *7,906 2.77 180°South 957 21,562 7,906 2.46 225°Southwest 1,099 24,589 7,906 2.71 270°West 1,151 25,689 7,906 2.80 315°Northwest 1,145 25,562 7,906 2.79 * Indicates highest value of all rotations. 2.3 2.4 2.5 2.6 2.7 2.8 2.9 North Northeast East Southeast South Southwest West NorthwestCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\17955 Headwaters Dr, Lakeville - Heat Calc.rh9 Thursday, September 8, 2022, 2:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17955 Headwaters Dr., Lakeville Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 27,000 28,000 29,000 30,000 31,000 32,000 33,000 34,000 35,000 36,000 37,000 38,000 39,000 40,000 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 North Front door faces Northeast Front door faces East Front door faces Southeast Front door faces South Front door faces Southwest Front door faces West Front door faces Northwest F:\ ...\17955 Headwaters Dr, Lakeville - Heat Calc.rh9 Thursday, September 8, 2022, 2:55 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 17955 Headwaters Drive Youngfield Homes Rob Jarvi 952-215-6391 rjarvi@countryjoehomes.com Rob Jarvi Youngfield Homes 952-215-6391 rjarvi@countryjoehomes.com University of Minnesota 05/31/24 Steve Sauber 12/08/22