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LA197210 -18362 Jurel Way Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION FRONT ELEVATIONSCALE: 1/8"=1'-0"LP SIDING 4 SIDES812 BRACKETS18X18 STONEBASE 30"ABOVE STOOPW/ 12X12 LPWRAPPEDPOSTSLPB&B3'-0"LP TRIMBOARD UPAGAINSTHOUSEBLACKOUT WINDOWS:2030 SH2038 SH2030 SHFALSE GABLEMATCH PEAKTO PORCHPEAK1'-0"SHAKES PERPLAN6" LP TRIM WINDOWSAND DOORS FRONTONLY6'-6"*PREFINISHED LP SIDING ALL 4 SIDES*4 COLORS ON HOUSE*GUTTER & D.S. WHOLE HOUSEEYEBROWRECESSEDLIGHTSLONG PANELWINDOWS12"12"105 HARDBOARD LAP SIDING 25%98 HARDBOARD SHAKES 23%108 HARDBOARD B & B 26%113 STONE 26%MATERIALS424 TOTALLP TRIM ALL OPENINGS4 SIDESREAR ELEVATIONSCALE: 1/8"=1'-0"LP 4 SIDES81213'-6"X8'CONC. PATIO5'-0"*LP ALL 4 SIDES*4 COLORS ON HOUSE*GUTTER & D.S. WHOLE HOUSE4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTLP SHAKESLP B&BFIREPLACEVENTRIGHT ELEVATIONSCALE: 1/8"=1'-0"LP 4 SIDESFP VENT4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTIBS BATTENSTRIPS FORSIDING TOGRADEGAS METER3'CLEARANCESPIGOTKenwood Hills #318362 Jurel WayLot 7 Block 1 Kenwood Hills 3rdLakeville, MN 55044 Job#: 600-142LEFT ELEVATIONSCALE: 1/8"=1'-0"LP 4 SIDESASPHALT SHINGLES30 YR ARCH.ROOF VENTS1'-0"4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTELECTRICALSERVICEIBS BATTENSTRIPS FORSIDING TOGRADEFinal Blueprint ____/____/_____ ______________ All changes after above date will be done according to F.F.H. Change Order Policy Homeowner Signature FIELDSTONE FAMILY HOMES INC. Lic. # BC631164 Intellectual property of Fieldstone Family Homes, Inc.© 2008. ALL RIGHTS RESERVED. These plan drawings, including but not limited to, all text, designs, renditions, floor plans, along with the selection and arrangement of thereof, are original copyrighted materials owned by Fieldstone Family Homes, Inc. These materials are protected by federal law against unauthorized copying, or reproduction by unauthorized persons and entities. KENWOOD HILLS 3RD LOT 7 BLK 1 KENWOOD HILLS #3 1Scale: 1/8" = 1'-0"Fin Sq Ft: 2886Agent:ELEVATIONS1-21 SEPTEMBER Plan: ST. CROIX Foundation: 2307 Finished: 2886 Unfinished: 706 LP 4 SIDESREAR ELEVATIONSCALE: 1/8"=1'-0"LP 4 SIDES81213'-6"X8'CONC. PATIO5'-0"*LP ALL 4 SIDES*4 COLORS ON HOUSE*GUTTER & D.S. WHOLE HOUSE4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTLP SHAKESLP B&BFIREPLACEVENTPORCH SHEAR WALL ELEVATIONMIN 3-9 1/4" LVLPAIR OF LCE4PAIR OF AC6PAIR OF LCE4PBS66 POSTBASE, 12" DIAPIER, SF28FTG, TYP (3)LOCSABA66 POSTBASE, 12" DIAPIER, SF28 FTG,TYP (2) LOCS2-2x W/MSTC48B3DASHED LINEINDICATES SIMPSONCS20 STRAP ACROSSFULL LENGTH OFWALL AT TOP & BOTOF WINDOW, SEEDETAIL 9/58/5REAR ELEVATIONSCALE: 1/8"=1'-0"81213'-6"X8'CONC. PATIO5'-0"*LP ALL 4 SIDES*4 COLORS ON HOUSE*GUTTER & D.S. WHOLE HOUSE4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTLP SHAKESLP B&BFIREPLACEVENTREAR ELEVATIONSCALE: 1/8"=1'-0"LP 4 SIDES81213'-6"X8'CONC. PATIO5'-0"*LP ALL 4 SIDES*4 COLORS ON HOUSE*GUTTER & D.S. WHOLE HOUSE4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTLP SHAKESLP B&BFIREPLACEVENTREAR SHEAR WALL ELEVATION2-2x W/ STHD14,TYP (6) LOCS4-2x W/ HDU14MST72 W/ (31) 0.162"x2 1/2"NAILS AT EA END, FILL ALLNAILS IN RIM BOARD AREAMST72 W/ (31) 0.162"x2 1/2"NAILS AT EA END, FILL ALLNAILS IN RIM BOARD AREASHADED REGION DENOTESSW3 PER PLAN, TYP (5)LOC'S THIS WALLALIGN LOWER POST & HDW/ POSTS & HD'S ABOVE3/6Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode10/29/2021dmathews 3'-6" DAYLIGHT WALLSTEPPED TO FULLBASEMENT WALLPOURED PER SURVEY20X8 FTGS STEP GARAGEWALL PER SURVEY4X6.6 TREATED 16X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS STEP GARAGE WALL PER SURVEY FD SEALED SB UNEXCAVATED 4" CONC.SLAB SLOPE AS REQ'D PER CODE CONC. PIER 24X24CONC. PIER 24X24 PORTAL WALL STRAPS 16'-3" M.O.CONC STOOP32'-0"4'-0"36'-0"12'-10"26'-10"39'-8"54'-0"12'-0"8'-0" 20'-0"15'-0"4'-0"58'-0"20'-0" 40'-0"22'-0"60'-0"7'-0"3'-0"10'-1"25'-5"5'-11"4'-8"2'-0"6'-0"20'-0"9'-0"18'-6"26'-1"5'-11"3'-0"14'-4" 2X6 WALL 2X6 WALL 15'-4 1/2" 2'-1 1/2" 3'-6"4'-3"GROUND ROD 7'-10"14'-6" 20'-8" 3'-3" 1'-2 1/2" 2X6 WALL 2X6 WALL 2'-0"8'-4" FULL BSMT POURED 20X8 FTGS 7'-8" POURED 20X8 FTGS 3'-6" FULL BSMT POURED 20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS JOG HOUSE 2" FOR FOAM INSULATION 4' RECESS STEP CONC. PATIO/WALK JOG HOUSE 2" FOR FOAM INSULATION 3'-6" DAYLIGHT WALLSTEPPED TO FULL BASEMENT WALL POURED PER SURVEY 20X8 FTGS 3'-6" WALKOUT WALLPOURED PER SURVEY20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS 4'-1"8'-4"14'-5"6'-0"6'-0"6"X6" CEDAR POST W/ 24"DIA. CONC. FTG MIN. 42"BELOW GRADE. (TYP.)12'-0"7'-9"7'-3"Kenwood Hills #318362 Jurel WayLot 7 Block 1 Kenwood Hills 3rdLakeville, MN 55044 Job#: 600-142Final Blueprint ____/____/_____ ______________ All changes after above date will be done according to F.F.H. Change Order Policy Homeowner Signature FIELDSTONE FAMILY HOMES INC. Lic. # BC631164 Intellectual property of Fieldstone Family Homes, Inc.© 2008. ALL RIGHTS RESERVED. These plan drawings, including but not limited to, all text, designs, renditions, floor plans, along with the selection and arrangement of thereof, are original copyrighted materials owned by Fieldstone Family Homes, Inc. These materials are protected by federal law against unauthorized copying, or reproduction by unauthorized persons and entities. KENWOOD HILLS 3RD LOT 7 BLK 1 KENWOOD HILLS #3 2Scale: 1/4" = 1'-0"Fin Sq Ft:Agent: FOUNDATION1-21 SEPTEMBER Plan: ST. CROIX Foundation: 2307 Finished: 2886 Unfinished: 706 UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.2"3"8" TYPPLACE FOOTING ON NATURAL UNDISTURBED SOIL OR 6" COMPACTED CRUSHED STONE PER MFR RECOMMENDATIONSSQUAREFOOT FOOTING FORM, SEE PLAN12" DIA PIER UNO PER PLAN4-#4 VERTS#3 STIRRUPS4" MINFROST DEPTHEXTEND STIRRUPS INTO SQUAREFOOT FORMWOOD POST, SEE PLAN, W/ SIMPSON POST BASE W/ CAST-IN-PLACE ANCHOR BOLTS INSTALLED PER MFR RECOMMENDATIONSFINISHED GRADE1" = 1'-0"65Typical SquareFoot Footing Detail 92%FURNACESEALEDCOMBUSTIONFD 50 GAL WH POWER VENTSEALED SB GROUND RODAIREXCHANGE80 SQFT OPENUNFINISHED MECHANICAL SPIGOT CANT UNEXCAVATED 4" CONC.SLAB SLOPE AS REQ'D PER CODE SPIGOTMFG 18" FLOORTRUSSES @ 24" O.C.UNFINISHED STORAGE 3/0 OPEN 2-2x10 (8') CONC. PIER 24X24 CONC. PIER 24X24 PORTAL WALL STRAPS 12" SHRK LID TO CODE CARPET AC TO HANG ON BRACKETS 16'-3" M.O. UP CONC STOOP 4-STRINGERS32'-0"4'-0"36'-0"13'-0"27'-0"40'-0"54'-0"20'-0" 12'-0"8'-0" 20'-0"15'-0"4'-0"58'-0"20'-0" 40'-0"22'-0"58'-0"7'-0"3'-0"10'-1"6'-0"25'-5"5'-11"4'-8"6'-6" SD/CO 2'-0"6'-0"9'-0" FG 60"SHOWERW/ BENCH25'-5"19'-5"18'-6"26'-1"5'-11"3-2X10(12') FLUSH FOR FUT 5' OPN 12'-3" 5'-0"1'-1" 12" SHRK LID TO CODE UNFINISHED FLEX ROOMMFG 18" FLOORTRUSSES @ 16" O.C.@ 26' SPANMFG 18" FLOORTRUSSES @ 16" O.C.5'-6" 2X6 WALL 2X6 WALL W/ BLOCKING 2-9 12" LVL (10') FLUSH TO HANG FROM FLOOR TRUSSES 5040 GL2-2X10 (12') 12 WALL W/ WOOD CAP 2'-1 1/2" 8'-0" 20'-10" 8'-0"12'-10" 8'-2" 12" SHRK LID TO CODE MFG 18" FLOORTRUSSES @ 24" O.C.MFG 18" FLOORTRUSSES @ 16" O.C.8'-9" FLOOR TRUSS LOCATION FOR FLOOR ABOVE12'-0"11'-4"2'-0"3'-0"6'-5"SINGLE 50DBL 3/8 CO BEDROOM #3 CARPET FAMILY ROOM CARPET 2/6 FAN BATH VINYL PH 48" 18" LINEN 2X6 WALL IRRIGATION LINE 4' RECESS STEP CONC. PATIO/WALK 9'-7 1/2"5'-0"FRAME FLOOR W/ 2X10 FLUSH FOR WALL ABOVEMFG 18" FLOORTRUSSES @ 16" O.C.@ 26' SPAN8' SGD2-2X10 (10')5'-0"5'-0"S5 FPNO HEARTHFLUSH POTFIRESIDE STONE FACEFRAME FLAT LEDGE @55" W/ WOOD CAPABOVEFRAMING DIMENSIONINSIDE WALL TOEXTERIOR CORNER FRAMING DIMENSIONINSIDE WALL TOEXTERIOR CORNER8'-3"13'X8' CONCPATIO BACKING SUPPORT FORBARN DOOR ABOVEDOOR OPENING4/0 BARN DOOR 24 2X6 WALL W/ BLOCKING 2X6 WALL W/ BLOCKING MFG 18" FLOORTRUSSES @ 16" O.C. UNDER 4 SEASONPORCHCONDITIONED SPACEABOVESPF ALL DUCT WORKKEPT TIGHT TO FLOORBELOW INSULATIONTHERMOPLY - THENALUMINUM SOFFIT 6"X6" CEDAR POST W/ 24"DIA. CONC. FTG MIN. 42"BELOW GRADE. (TYP.)FLOORDETAIL PAGE6 DISPLAY LEDGE 42" HIGH 1/2 WALL W/WOOD CAP ELECTRICALPANELGAS 3' CLEARANCE 28 6'-0"6'-0"7'-6"7'-6"2X10 TREATEDJOISTS @ 16"O.C. SPACINGMINIMUM OF FOUR DTT1Z DECKTENSION TIES MUST BE EVENLYDISTRIBUTED ALONG THE DECKWITH ONE DTT1Z WITH IN TWOFEET OF EACH END OF THELEDGER6"X6" CEDAR POST FRAMEDW/ 16" DIA. CONC. FTG MIN. FOR EXTERIORFOOTINGS & 19" CONC. FTG MIN. FOR MIDDLE FOOTING 42" BELOW GRADE. (TYP.)2-2X10 TRDBEAMS 21'-6"UNDER COUNTER BEV. COOLER 25WX35H OPN LAMT TOP FP VENTFRAME WALL FLUSHNO LEDGEFRAME WALLFLUSH NO LEDGEKenwood Hills #318362 Jurel WayLot 7 Block 1 Kenwood Hills 3rdLakeville, MN 55044 Job#: 600-142Final Blueprint ____/____/_____ ______________ All changes after above date will be done according to F.F.H. Change Order Policy Homeowner Signature FIELDSTONE FAMILY HOMES INC. Lic. # BC631164 Intellectual property of Fieldstone Family Homes, Inc.© 2008. ALL RIGHTS RESERVED. These plan drawings, including but not limited to, all text, designs, renditions, floor plans, along with the selection and arrangement of thereof, are original copyrighted materials owned by Fieldstone Family Homes, Inc. These materials are protected by federal law against unauthorized copying, or reproduction by unauthorized persons and entities. KENWOOD HILLS 3RD LOT 7 BLK 1 KENWOOD HILLS #3 3Scale: 1/4" = 1'-0"Fin Sq Ft: 1018Agent:LOWER LEVEL1-21 SEPTEMBER ST. CROIX Foundation: 2307 Finished: 2886 Unfinished: 706 (2)9-1/2 LVLGirder Floor TrussGirder Floor TrussHold-downHold-downHold-downHold-downShearwall3Shearwall3Shearwall3Hold-downHold-downHold-down3-1 3/4"x9 1/4"LVL MIN GREAT ROOMLAMT NO SOFFITS KITCHEN LAMT FOYER LAMT GARAGE 4" CONC.SLAB SLOPE AS REQ'D PER CODE OWNERS BEDROOM CARPET WIC CARPETOWNERS BATH LVTc 9' CEILINGS 10' FOYER CEILING CARPET AC TO HANG ON BRACKETS 16X7 GARAGE DOOR LONG RANCH PANEL W/WINDOWS 3-1178" M/L (18') LAUNDRY ROOM LVT TR DN MFG ROOF TRUSSES @ 24" O.C. STACK HDDURASTRANDSUB FLOOR* FALL PROTECTIONWINDOWS ABOVEEGRESS ONLY ATTIC ACCESS 22X32 DW SD SD 72" BEDROOM #2 CARPETSINGLEDOUBLEPH CONC STOOP BATH LAMT TB PH 60" FG BASE W/ TILE WALLS CORNER SHELVES SD/CO 28POC MUD ROOM LAMT FULL DEPTH RAISED 28 20 MIN FIRE RATED STEEL 2-2X10 (8') 30 D866 W/ GLASS W/ SDLT 2-2X10 (8') S7 FPNO HEARTHFLUSH POTOZARK MANTLE6X5 FIRESIDE STONEFACE 4-STRINGERS 3052 SH 2-2X10 (8') 3052 SH 2-2X10 (8') 26 24" BASE 12" BASE SINGLE30"60X32 STERLING60" FRAMED WOOD CAP BENCH 2X4 FRAME BENCH OPEN BELOW - NTS 17" H 18" D 60" W WOOD CAP LINEN 11'-1"12'-0"32'-0"4'-0"48'-0"13'-0"15'-0"40'-0"66'-0"20'-0" 12'-0"8'-0" 20'-0"15'-0"4'-0"70'-0"10'-0"20'-0" 40'-0"22'-0"70'-0"7'-0"3'-0"5'-0"6'-11"248'-0"9'-6"14'-6"9'-6"1'-0"14'-4"7'-0"6'-6"6'-0"26'-0"9'-0" 3'-6"2'-6"2'-6"4'-0"7'-0"2'-6" 12'-6"6'-0"4'-0"19'-6"6'-2"4'-0"2'-10"5'-0" SINGLE 3'-9"4'-2"9'-3"4'-3"4'-4"3'-0" 1'-0" BOOK SHELF 4'-6"8'-0"6'-6" 2'-6"1'-10"*3052 SH1-2X10 (8')4020TRANSOM2-2X10 (10')2'-2"6'-0" MFG ROOF TRUSSES @ 24" O.C.18" BASE CABINETOPEN (NO DOORS) W/LAMT TOPPANTRY ORGANIZERSHELF CUBBIES ABOVESD/CO36" LINEN 10" FLUSH SNACK BAR DEN CARPETSINGLE20 24 26 DBL 2/0 12 GLASS 28 26 28 3020 AWNING 2-2X10 (8')2'-5"2'-1"2020TRANSOM2-2X10 (8') 2020 TRANSOM 2-2X10 (8')2'-0"6'-0"7 1/2"10'-9"8'-4"9'-0"3'-6 1/2"2- 912" LVL(8') FLUSH4' RECESS STEP 2X6 WALL 6'-6" 2'-0" 2'-3" CONC. PATIO/WALK4'-0"30" DRAWER STACK W/ WOOD TOP BASE CABINET W/ LAMT. TOP 12 WALL W/ WOOD CAP 1'-7"EB 1'-9"2838 SH TEMPERED 2-2X10 (8') FULL ROCK GARAGE PORTAL WALL FRAMING SCUTTLE ACCESS 22X32 LEDGE 44" OFF FLOOR 9'-7 1/2"5'-0"1'-6"DISPLAY LEDGE W/ WOOD TOP FRAME 44" HIGH STAT/HRV 2"RECESS 2" FRIG 27" END PNL EA SIDE OF FRIG. EB 84" ISLAND 18" BASE CABINET OPEN (NO DOORS) W/ LAMT TOP PANTRY ORGANIZER SHELF CUBBIES ABOVE BY HARKRAFT 20'-0" 2'-10"2'-10"BLACKOUT WINDOWS: IN GABLE 2-2X4 HEADERS 2030 SH 2038 SH 2030 SH GABLE TRUSSWDFAN FANSINGLE FRAMER NOTES:-ALLWINDOWS/DOOR TOHAVE DOUBLE JACKSTUDS-WINDOWS/DOORSLARGER THAN 8' TOHAVE DOUBLE KINGSTUDS RANGE W/ HOOD VENT ABOVE 7'-11"60 40 DISP.MICROWAVESHELF8'-0"11'-10" 3'-0" 4050 FIXED4020TRANSABOVE2-2X10 (10')6'-0"3'-9"CABINET BICABINET BI8'-6"12'-0"MFG ROOF VAULTTRUSSES @ 24" O.C.6'-0"6'-0"12'-0"3044 PIC3020 AWNBELOW2-2X10 (10')PORCHLAMTFP VENT 4044 SH 2-2X10 (10') 24" DEEP 12" DEEP 3'-0" 3'-0"STACKRECESSED LIGHTS IN ROOF ABOVE 18X18 STONE BASE 30" ABOVE STOOP W/ 12X12 HARDBOARD WRAPPED POSTS BY SIDER14'-0"6/0 SGD2-9 12" LVL (8')6015 TRANSOMABOVE3" BEARING EAEND OF HEADER6'-0"12'-0"7'-3"6/0 C/O2-2X10 TREX STEPS 12X15 TREXDECK W/ALUM.RAIL SET @ 8'-0" SET @ 8'-0"SET @ 8'-0"SET @ 8'-0"SET @ 8'-0"SET @ 8'-0" SET @ 8'-0" 3044 PIC3020 AWNBELOW2-2X10 (10')SET @ 8'-0" 3 1/2" *3052 SH1-2X10 (8')SET @ 8'-0" 10' CLG IN FOYER 10' CLG IN FOYER FLAT DRYWALL PAINTED CEILING FLAT DRYWALL PAINTED CEILING DROPPED HEADER DROPPED HEADERWALL THE SAME HEIGHT AS COLUMNS WITH STONE FACE BOTH SIDES & CAP VAULT LINEELECTRICAL PANEL GAS 3' CLEARANCE6" WALL W/ SHRK OPN CENTERIN WALL - 7' HEIGHT5'-4"6" WALL W/ SHRK OPN CENTER IN WALL - 7' HEIGHT 3'-4" LAMTLAMT2X6 WALL9'-3" VALVE GLASS PNL W/PIVOT DOOR ALL 8' UPPERS 9' CEILING 10' CEILING BOX CEILING VAULT W/ CROWN DINETTELAMTFRAME 12" SOFFITDOWN FOR FP VENT Kenwood Hills #318362 Jurel WayLot 7 Block 1 Kenwood Hills 3rdLakeville, MN 55044 Job#: 600-142Final Blueprint ____/____/_____ ______________ All changes after above date will be done according to F.F.H. Change Order Policy Homeowner Signature FIELDSTONE FAMILY HOMES INC. Lic. # BC631164 Intellectual property of Fieldstone Family Homes, Inc.© 2008. ALL RIGHTS RESERVED. These plan drawings, including but not limited to, all text, designs, renditions, floor plans, along with the selection and arrangement of thereof, are original copyrighted materials owned by Fieldstone Family Homes, Inc. These materials are protected by federal law against unauthorized copying, or reproduction by unauthorized persons and entities. KENWOOD HILLS 3RD LOT 7 BLK 1 KENWOOD #3 4Scale: 1/4" = 1'-0"Fin Sq Ft: 1868Agent:MAIN LEVEL1-21 SEPTEMBER Plan: ST. CROIX Foundation: 2307 Finished: 2886 Unfinished: 706 FANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).EDROOM #2 CARPET DEN CARPET DRAG TRUSS ALIGNED W/ (2)SHEAR WALLS, DRAG LOAD =3,000 LBS (ULT), PROVIDE MIN(4) HGA10KT FROM DRAGTRUSS TO DOUBLE TOP PLATESHEAR WALL SCHEDULESHEAR WALL TYPESHEATHINGEDGE NAILINGFIELD NAILING7BOTTOM PLATE FASTENING5BOT PLATE CLIP ANGLE6SW67/16"8d@6"OC 8d@6"OC SDWS @ 12" OC A35 @ 20" OCSW4 7/16" 8d@4"OC SDWS @ 10" OC A35 @ 14" OCSW3 7/16" 8d@3"OCSDWS @ 8" OC A35 @ 10" OCSW28,97/16" 8d@2"OC SDWS @ 6" OC A35 @ 8" OC8d@6"OC8d@6"OC8d@6"OCShearwall3Hold-downHold-down2X4 FRAME BENCH OPEN BELOW - NTS 17" H 18" D 60" W CAP 15'-0"DRAG TRUSS ALIGNED W/PORTAL FRAME, DRAG LOAD= 7,200 LBS (ULT), PROVIDEMIN (6) HGA10KT FROM DRAGTRUSS TO DOUBLE TOP PLATEPFHPFHShearwall3StrapStrapStrapShearwall3StrapShearwall3StrapStrapDASHED LINEINDICATES SIMPSONCS20 STRAP ACROSSFULL LENGTH OFWALL AT TOP & BOTOF WINDOW, SEEDETAIL 9/5 **NOTE: WATERPROOFING IS THE WATCHDOG METHOD PERFORMED BYINSTALLED BUILDING SOLUTIONS. NON DRAINING BOARD INSULATIONW/ 6 MIL POLY SLIP SHEETHING OVER TOP. ANY QUESTIONSREGARDING THIS TYPE OF WATERPROOFING SYSTEM SHOULD BEDIRECTED TO BRET JUENKE #651-463-9333ALL STRUCTURAL LUMBER2X8 AND ABOVE WILL BE SPF NO. 2 AND BETTERALL 2X4 AND 2X6 STUDS WILL BE WESTERNWHITES NO. 2 OR BETTER**NOTE: APPROVED VAPOR RETARDER WITH JOINTSLAPPED NOT LESS THAN 6" BELOW CONCRETE SLAB75% OF THE BULBS IN PERMANENTLY INSTALLEDLIGHT FIXTURES MUST BE HIGH EFFICACY. THISREQUIREMENT APPLIES TO INDOOR ANDOUTDOOR FIXTURES, INCLUDING ACCESSORYSTRUCTURES AND GARAGES. HIGH EFFICACYBULBS ARE: 60 LUMENS/W FOR LAMPS OVER40W; 50 LUMENS/W FOR LAMPS OVER 15W TO40W; 40 LUMENS/W FOR LAMPS 15W OR LESSR 404.1 LIGHTING EQUIPMENTA MINIMUM OF 75 PERCENT OF THE LAMPS INPERMANENTLY INSTALLED LIGHTING FIXTURESSHALL BE HIGH-EFFICACY LAMPS OR A MINIMUMOF 75 PERCENT OF THE PERMANENTLY INSTALLEDLIGHTING FIXTURES SHALL CONTAIN ONLY HIGHEFFICACY LAMPS.WINDOWS ARE MAXIMUM OF .30U-VALUE WITH MAXIMUM SHGC .29WINDOW FALL PROTECTION PERR312.2.1 AND R312.2.2PATIO DOORS .30U AND .26 SHGCALL STEEL DOORS .19UPERELEVATION2X6 @ 16" O.C.AIR INFILTRATION BARRIERALL EXTERIOR WALLSVINYL SIDINGEXTERIOR WALL SHEATHING12" GYP BD.4" MIL VAPOR BARRIER WARMSIDE OF ALL WALLS AND CEILINGSDRAIN TILE REQUIREDSLEEVED W/ ROCKPASSIVE RADONSYSTEM AS REQUIREDW/ WASHED ROCKR-20FIBERGLASSBATT INSULATIONR-20 SPRAYFOAMCLOSED CELLVENTED ALUMINUM SOFFIT2X6 & ALUMINUM FACIAMETAL DRIP EDGERIGID WIND WASHRT7 TRUSS TIE DOWN BY USPCONNECTIONS OR EQUALMFG. TRUSSES @ 24" O.C.712" ENERGY HEEL6'-0" ICE AND WATER SHEILDOSB ROOF SHEATHINGR-50 INSULATION1" AIR SPACE**NOTE: WALL CONSTRUCTED CAPABLE OF ACCOMADATING ALLLOADS IMPOSED MEETING THE REQUIREMENTS OF IRC 2015NOTE: VENT 1300TH ROOF 12 IN SOFFIT12 IN ROOF NEAR RIDGEFLASH ABOVE ALL EXTERIOR OPENINGSSHINGLES PER ELEVATION/SPECS.15# FELT12" ROOF SHEATHINGSEE ELEVATIONRADON VENT PIPE TERMINATED ATLEAST 12" ABOVE SURFACE OF ROOFMINIMUM 3" ABS OR PVC OREQUIVALENT GAS TIGHT PIPE4" PIPE MAY BE MORE EFFECTIVE, BUTNOT REQUIREDSPACE PROVIDED FOR INSTALLATIONOF A FAN - MINIMUM 24" DIAMETER CENTEREDON THE AXIS OF THE VENT STACK - MINIMUM VERTICAL DISTANCE OF 3FEETR-10 INSULATIONHOUSE WRAPINSTALLED BYFRAMERFRAMING TOOVERHANG 112"ONTO INSULATIONFLOOR TRUSSES TO BEENGINEERED TOTRANSFER LOAD OFOVER HANG TOBEARING WALLBLOCKING REQUIRED TOCARRY AND TRANSFERLOADS TO BEARINGWALLSFLOOR TRUSSES TO BEENGINEERED TOTRANSFER LOAD OFOVER HANG TOBEARING WALLBLOCKING REQUIRED TOCARRY AND TRANSFERLOADS TO BEARINGWALLSNON-BEARING WALLBLOCKING PER BAMNEED ROOM FOR A35BOLT LOCATION MIN 212"FROM EXTERIOR EDGEOF CONCRETE WALLR-5 INSULATIONNON BEARING EXTERIORFOUNDATION WALLSTYPICAL ANCHORING1/2" X 12" ANCHOR BOLT ORSTRAP 6'-0" O.C. @ WALLRUNS 12" O.C. @ WALL ENDSSCUFF COAT INSUL.GRADER-10 INSULATION3'-6" POURED WALKOUTFOUNDATION WALL 20" X 8" FOOTINGGARAGE AND WALKOUTFOOTINGS @ 42" MIN.BELOW GRADE4" CONC. SLAB REF. AS REQ. ON6 MIL SEALED MOISTURE BARRIERON 6" COMPACTED GRANULAR FILLR-5 INSULATION34" T&G GLUED OSBSINGLE LAYER FLOOR SYSTEMRADON VENT PIPE IN ATTIC - INSULATE WITHMIN. R-4 PIPE WRAP2X8 TRD BOTTOM PLATECANTILEVERED1.5" OVER INSULATION2X8 BASEMENTEXTERIOR WALLFRAMING (WALKOUTWALL) 2X6 EXTERIOR ALLOTHERS10' MAX HEIGHT 'PONY WALLHEIGHT12' MAX TOTAL WALL HEIGHT EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACEDWALL PANEL)2'-18' FINISHED WIDTH OF OPENINGFOR SINGLE OR DOUBLE PORTALMIN. 3"X11-1/4" NET HEADER -STEEL HEADER PROHIBITEDFASTEN SHEATHING TO HEADER WITH 8DCOMMON OR GALVANIZED BOX NAILS IN 3" GRIDPATTERN AS SHOWNHEADER TO JACK-STUD STRAP PER TABLER 602.10.8.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHINGMIN. DOUBLE 2X4 FRAMING COVERED WITH MIN.716" THICK WOOD STRUCTURAL PANELSHEATHING WITH 8D COMMON OR GALVANIZEDBOX NAILS AT 3" O.C. IN ALL FRAMING (STUDS,BLOCKING, AND SILLS) TYP.MIN. LENGTH OF PANEL PER TABLE R602.10.5MIN. (2) 12" DIAMETER ANCHOR BOLTS INSTALLED PERR403.1.6 WITH 2"X2'X316" PLATE WASHERTENSION STRAP PERTABLE 602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)BRACED WALL LINECONTINUOUSLY SHEATHEDWITH WOOD STRUCTURALPANELSIF NEEDED PANELSPLICE EDGES SHALL OCCURAND BE ATTACHED TOCOMMON BLOCKINGWITHIN 24" OF WALLMID-HEIGHT. ONE ROW OF3" O.C. NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTAL FRAMECONSTRUCTIONMIN. DOUBLE 2X4 POST(KING AND JACK STUD)NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).ANCHOR BOLTS PERSECTION R403.1.6FASTEN TOP PLATE TOHEADER WITH TWOROWS OF 16D SINKERNAILS AT 3" O.C. TYP.MIN. 7/16 " WOODSTRUCTURAL PANELSHEATHINGKenwood Hills #318362 Jurel WayLot 7 Block 1 Kenwood Hills 3rdLakeville, MN 55044 Job#: 600-142Final Blueprint ____/____/_____ ______________ All changes after above date will be done according to F.F.H. Change Order Policy Homeowner Signature FIELDSTONE FAMILY HOMES INC. Lic. # BC631164 Intellectual property of Fieldstone Family Homes, Inc.© 2008. ALL RIGHTS RESERVED. These plan drawings, including but not limited to, all text, designs, renditions, floor plans, along with the selection and arrangement of thereof, are original copyrighted materials owned by Fieldstone Family Homes, Inc. These materials are protected by federal law against unauthorized copying, or reproduction by unauthorized persons and entities. KENWOOD HILLS 3RD LOT 7 BLK 1 KENWOOD HILLS #3 5Scale: 1/4" = 1'-0"Fin Sq Ft:Agent:SECTIONS1-21 SEPTEMBER Plan: ST. CROIX Foundation: 2307 Finished: 2886 Unfinished: 706 8'-1 1/2" 9'-8 1/4"8'-0"8'-9"9'-4"6'-10"Kenwood Hills #318362 Jurel WayLot 7 Block 1 Kenwood Hills 3rdLakeville, MN 55044 Job#: 600-1421/2" = 1'-0" FLUSH POT FIREPLACE BASEMENT 5'-10"55"PER SPECS & UNITPER SPECS & UNIT ROUGH OPENINGSSL5 - 34 3/4" HIGH 37" WIDE 16 1/4" DEEPFRAME WOOD CAP73 4"10"6'-10" MIN AT ROUGH IN FRAMING 36" MIN 3/4" PLYWOOD NAILED BETWEENSTRINGER & FLR SYSTEM-CUT FLUSH WITH BOTTOM OFSTRINGEROSB TREADS4-RIM STRINGERSGRASPABLE HANDRAIL TYPE IOVAL 2 14" WIDE X 1 14" HIGHBRACKETS @ 4' O.C.38" MAX1X82X4 1/2" = 1'-0" FLUSH POT FIREPLACE MAIN LEVEL 5'-10"4'-8"PER SPECS & UNITPER SPECS & UNIT HEADER- AT PLATE HEIGHT IF DOG HOUSEROUGH OPENINGSSL7 - 38 1/4" HIGH 42" WIDE 16 1/4" DEEPINSTALL VENT PIPE (AF103.6.1) INTOSUBFLOOR GAS PERMEABLE LAYER(AF103.2) OR DRAIN TILE LOOPBEFORE SLAB IS CASTSEALEDSUMPBASKETDRAIN TILEMIN. 6-MIL, OR 3-MIL CROSSLAMINATED POLYETHYLENE SHALL BELAPPED 12" AND PLACED BELOW THESLAB AND ON TOP OF THE GASPERMEABLE LAYER (AF103.3)-FIT POLYETHYLENE LAYER CLOSELY TOPENETRATIONS (AF103.3)- SEAL/CLOVER PUNCTURES OR TEARSWITH ADDITIONAL POLYETHYLENE(AF103.3)SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKOR ELASTOMERIC SEALANT ACCORDINGTO MANUFACTURER'SRECOMMENDATIONS IN AF103.4.1THROUGH AF103.4.5INSTALL PIPE AS STRAIGHT ASPOSSIBLE TO HELP CONDUCTIVE FLOWELBOWS AREA ALLOWED BUT SHOULDBE AVOIDED IF POSSIBLEINSTALL LABEL READING *RADONREDUCTION SYSTEM* ON THE VENTPIPE AT EACH FLOOR AND INACCESSIBLE ATTICS. (AF103.4.5)RADON VENT PIPE TERMINATED ATLEAST 12" ABOVE SURFACE OF ROOFMINIMUM 3" PVC GAS TIGHT PIPE.SPACE PROVIDED FOR FUTUREINSTALLATION OF A FAN-MIN 24" DIAMETER CENTERED ON THEAXIS OF THE VENT STACK- MIN VERTICAL DISTANCE OF 3 FEETINSTALL LIVE OUTLET IN ATTIC NEARWHERE FUTURE FAN MAY BE INSTALLED8'-1 1/2" 9'-8 1/4" 9'-1 1/8"1'-6"9 1/2"8'-3 5/8"6X6 POST8'-4" Final Blueprint ____/____/_____ ______________ All changes after above date will be done according to F.F.H. Change Order Policy Homeowner Signature FIELDSTONE FAMILY HOMES INC. Lic. # BC631164 Intellectual property of Fieldstone Family Homes, Inc.© 2008. ALL RIGHTS RESERVED. These plan drawings, including but not limited to, all text, designs, renditions, floor plans, along with the selection and arrangement of thereof, are original copyrighted materials owned by Fieldstone Family Homes, Inc. These materials are protected by federal law against unauthorized copying, or reproduction by unauthorized persons and entities. KENWOOD HILLS 3RD LOT 7 BLK 1 KENWOOD HILLS #3 6Scale: 1/4" = 1'-0"Fin Sq Ft:Agent:SECTIONS1-21 SEPTEMBER Plan: ST. CROIX Foundation: 2307 Finished: 2886 Unfinished: 706 ABBREVIATIONS:ABANCHOR BOLTADDLADDITIONALADJADJACENTALTALTERNATEARCHARCHITECTB/BOTTOM OFBLDGBUILDINGBLKGBLOCKINGBMBEAMBNDIAPHRAGM BOUNDARY NAILINGBPBASE PLATEBRGBEARINGCCAMBERCLCENTERLINECLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONNCONNECTIONCONSTCONSTRUCTIONCONTCONTINUOUSCTRCENTERCJCONTROL JOINTDBLDOUBLEDIADIAMETERDIMDIMENSIONDNDOWNDWGDRAWINGDWLDOWELDRDROPPED BEAM (E.G. 2x10 DR)(E)EXISTINGEAEACHEFEACH FACEELELEVATIONELEVELEVATOREORENGINEER OF RECORDEOSEDGE OF SLABEPEMBED PLATEEQEQUALEQUIPEQUIPMENTESEACH SIDEEWEACH WAYEXPEXPANSIONEXTEXTERIORFDNFOUNDATIONFLRFLOORFLFLUSH BEAM (E.G. 2x10 FL)F/FACE OFFVFIELD VERIFYGAGAGE, GAUGEGALVGALVANIZEDGLBGLUE-LAMINATED BEAMGTGIRDER TRUSS (DESIGNED BY TRUSS SUPPLIER)HDRHEADERIBCINTERNATIONAL BUILDING CODEIEBCINTERNATIONAL EXISTING BUILDING CODEINTINTERIORJTJOINTxKSNUMBER OF KING STUDS (eg. 2KS = 2 KING STUDS)LLHLONG LEG HORIZONTALLLVLONG LEG VERTICALLSHLONG SLOTTED HOLELVLLAMINATED VENEER LUMBER, SEE STRUCTURAL NOTES FOR SIZING INFORMATIONLWCLIGHTWEIGHT CONCRETEMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMINMINIMUMMISCMISCELLANEOUSMTLMETALNTSNOT TO SCALENWCNORMAL WEIGHT CONCRETEOCON CENTEROPNGOPENINGPAFPOWDER ACTUATED FASTENERPLPLATEPSLPARALLEL STRAND LUMBER, SEE STRUCTURAL NOTES FOR SIZING INFORMATIONPTPRESERVATIVE TREATED LUMBERREFREFERENCEREINFREINFORCE, REINFORCINGREQDREQUIREDSCHEDSCHEDULESHTSHEETSIMSIMILARSOGSLAB-ON-GRADESSSTAINLESS STEELSSHSHORT SLOTTED HOLESTDSTANDARDSTLSTEELT&BTOP & BOTTOMT/TOP OFTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALVERVERIFYW/WITHW/OWITHOUTWPWORK POINTWWFWELDED WIRE FABRICSYMBOLS:00A1011SIMNameElevation11A101SIM@Beam TypeSpacingNEWGRID LINEEXISTINGGRID LINEDETAILCALLOUTELEVATIONTAGNORTHARROWREVISIONTAGSECTIONCALLOUTONE WAYSLAB TAGTWO WAYSLAB TAGFLOOR JOISTTAGSPOT ELEVATIONTARGETW12X26 [12] C=3/4" (0'-3")MEMBER SIZE# SHEAR STUDSCAMBER,POSITIVE = UPWARDOFFSET FROM TYPICAL FRAMING ELEVATIONCOLUMNVERTICAL BRACEBEAM TAG LEGENDNAIL SIZE8d10d16dMIN SHANK DIAMETER0.131"0.148"0.162"MIN SHANK LENGTH2 1/2"3"3 1/2"NOTES:1. NAIL SIZES NOTED IN PLANS ARE NOTED ONLY AS 8d, 10d, OR 16d AND ARE DESIGNED AS COMMON NAILS.2. WHERE NAILS OTHER THAN COMMON ARE USED (I.E. SINKERS, BOX, COLLATED NAILS IN NAIL GUNS), NAILS USED MUST MEET MINIMUM SHANK DIAMETER AND LENGTH SHOWN ABOVE.3. SEE IBC NAILING SCHEDULE FOR ALL TYPICAL NAILING UNO ON PLANS.NAIL SIZE LEGENDwww.ccjse.comScaleProject numberDateDrawn byChecked byStructural Engineer:Cole C. Janisch Structural Engineering1731 Wilking WayShakopee, MN 55379(952) 583-3013www.ccjse.comcolej@ccjse.comGeneral Contractor:Fieldstone Family Homes Inc801 Cliff Rd East Suite 135Burnsville, MN 55337www.fieldstonefamilyhomes.comProject Location:18362 Jurel WayLakeville, MN 55044Engineers With AnswersCertification:WHEN IN DOUBT, ASK! QUESTIONS COST LESS THAN RE-WORK!1" = 1'-0"10/28/2021 6:22:03 PM0Cover Sheet21152Issue for Construction10/28/2021CCJCCJ18362 Jurel WayLakeville, MNSheet IndexSheetNumberSheet NameCurrentRevisionCurrentRevisionDate0 Cover Sheet 0 10/28/20211 Elevations 0 10/28/20212 Foundation Plan 0 10/28/20213 Lower Level Plan 0 10/28/20214 Main Level Plan 0 10/28/20215 Details0 10/28/20216 Details0 10/28/20217 Structural Notes 0 10/28/202118362 Jurel WayProject Description:New single family residence. CCJSE scope includes only wall bracing system and foundations at deck & porch at rear of house. All other components, connections, and fastening is per IRC by others.All floor sheathing must be min 3/4" APA rated plywood with 10d nails at 6" OC at panel edges and 12" OC field nailing.All roof sheathing must be min 5/8" APA rated plywood with 10d nails at 6" OC at panel edges and 12" OC field nailing.Sheets 1 -4 are assembled using backgrounds provided by contractor. Only comments in red on sheets 1 -4 are by CCJSE. All other info on those sheets is by contractor.No. Description Date0 Issue for Construction 10/28/202110/28/2021 FRONT ELEVATIONSCALE: 1/8"=1'-0"LP SIDING 4 SIDES812 BRACKETS18X18 STONEBASE 30"ABOVE STOOPW/ 12X12 LPWRAPPEDPOSTSLPB&B3'-0"LP TRIMBOARD UPAGAINSTHOUSEBLACKOUT WINDOWS:2030 SH2038 SH2030 SHFALSE GABLEMATCH PEAKTO PORCHPEAK1'-0"SHAKES PERPLAN6" LP TRIM WINDOWSAND DOORS FRONTONLY6'-6"*PREFINISHED LP SIDING ALL 4 SIDES*4 COLORS ON HOUSE*GUTTER & D.S. WHOLE HOUSEEYEBROWRECESSEDLIGHTSLONG PANELWINDOWS12"12"105 HARDBOARD LAP SIDING 25%98 HARDBOARD SHAKES 23%108 HARDBOARD B & B 26%113 STONE 26%MATERIALS424 TOTALLP TRIM ALL OPENINGS4 SIDESREAR ELEVATIONSCALE: 1/8"=1'-0"LP 4 SIDES81213'-6"X8'CONC. PATIO5'-0"*LP ALL 4 SIDES*4 COLORS ON HOUSE*GUTTER & D.S. WHOLE HOUSE4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTLP SHAKESLP B&BFIREPLACEVENTRIGHT ELEVATIONSCALE: 1/8"=1'-0"LP 4 SIDESFP VENT4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTIBS BATTENSTRIPS FORSIDING TOGRADEGAS METER3'CLEARANCESPIGOTKenwood Hills #318362 Jurel WayLot 7 Block 1 Kenwood Hills 3rdLakeville, MN 55044 Job#: 600-142LEFT ELEVATIONSCALE: 1/8"=1'-0"LP 4 SIDESASPHALT SHINGLES30 YR ARCH.ROOF VENTS1'-0"4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTELECTRICALSERVICEIBS BATTENSTRIPS FORSIDING TOGRADEFinal Blueprint ____/____/_____ ______________ All changes after above date will be done according to F.F.H. Change Order Policy Homeowner Signature FIELDSTONE FAMILY HOMES INC. Lic. # BC631164 Intellectual property of Fieldstone Family Homes, Inc.© 2008. ALL RIGHTS RESERVED. These plan drawings, including but not limited to, all text, designs, renditions, floor plans, along with the selection and arrangement of thereof, are original copyrighted materials owned by Fieldstone Family Homes, Inc. These materials are protected by federal law against unauthorized copying, or reproduction by unauthorized persons and entities. KENWOOD HILLS 3RD LOT 7 BLK 1 KENWOOD HILLS #3 1Scale: 1/8" = 1'-0"Fin Sq Ft: 2886Agent:ELEVATIONS1-21 SEPTEMBER Plan: ST. CROIX Foundation: 2307 Finished: 2886 Unfinished: 706 REAR ELEVATIONSCALE: 1/8"=1'-0"LP 4 SIDES81213'-6"X8'CONC. PATIO5'-0"*LP ALL 4 SIDES*4 COLORS ON HOUSE*GUTTER & D.S. WHOLE HOUSE4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTLP SHAKESLP B&BFIREPLACEVENTREAR ELEVATIONSCALE: 1/8"=1'-0"LP 4 SIDES81213'-6"X8'CONC. PATIO5'-0"*LP ALL 4 SIDES*4 COLORS ON HOUSE*GUTTER & D.S. WHOLE HOUSE4" FEATURETRIMMATCHGARAGEDOOR TRIMHEIGHTLP SHAKESLP B&BFIREPLACEVENTREAR SHEAR WALL ELEVATIONPORCH SHEAR WALL ELEVATIONMIN 3-9 1/4" LVLPAIR OF LCE4PAIR OF AC6PAIR OF LCE4PBS66 POSTBASE, 12" DIAPIER, SF28FTG, TYP (3)LOCSABA66 POSTBASE, 12" DIAPIER, SF28 FTG,TYP (2) LOCS2-2x W/MSTC48B3DASHED LINEINDICATES SIMPSONCS20 STRAP ACROSSFULL LENGTH OFWALL AT TOP & BOTOF WINDOW, SEEDETAIL 9/52-2x W/ STHD14,TYP (6) LOCS4-2x W/ HDU14MST72 W/ (31) 0.162"x2 1/2"NAILS AT EA END, FILL ALLNAILS IN RIM BOARD AREAMST72 W/ (31) 0.162"x2 1/2"NAILS AT EA END, FILL ALLNAILS IN RIM BOARD AREASHADED REGION DENOTESSW3 PER PLAN, TYP (5)LOC'S THIS WALLALIGN LOWER POST & HDW/ POSTS & HD'S ABOVE8/53/6 3'-6" DAYLIGHT WALLSTEPPED TO FULLBASEMENT WALLPOURED PER SURVEY20X8 FTGS STEP GARAGEWALL PER SURVEY4X6.6 TREATED 16X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS STEP GARAGE WALL PER SURVEY FD SEALED SB UNEXCAVATED 4" CONC.SLAB SLOPE AS REQ'D PER CODE CONC. PIER 24X24CONC. PIER 24X24 PORTAL WALL STRAPS 16'-3" M.O.CONC STOOP32'-0"4'-0"36'-0"12'-10"26'-10"39'-8"54'-0"12'-0"8'-0" 20'-0"15'-0"4'-0"58'-0"20'-0" 40'-0"22'-0"60'-0"7'-0"3'-0"10'-1"25'-5"5'-11"4'-8"2'-0"6'-0"20'-0"9'-0"18'-6"26'-1"5'-11"3'-0"14'-4" 2X6 WALL 2X6 WALL 15'-4 1/2" 2'-1 1/2" 3'-6"4'-3"GROUND ROD 7'-10"14'-6" 20'-8" 3'-3" 1'-2 1/2" 2X6 WALL 2X6 WALL 2'-0"8'-4" FULL BSMT POURED 20X8 FTGS 7'-8" POURED 20X8 FTGS 3'-6" FULL BSMT POURED 20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS JOG HOUSE 2" FOR FOAM INSULATION 4' RECESS STEP CONC. PATIO/WALK JOG HOUSE 2" FOR FOAM INSULATION 3'-6" DAYLIGHT WALLSTEPPED TO FULL BASEMENT WALL POURED PER SURVEY 20X8 FTGS 3'-6" WALKOUT WALLPOURED PER SURVEY20X8 FTGS 8'-4" FULL BSMT POURED 20X8 FTGS 4'-1"8'-4"14'-5"6'-0"6'-0"6"X6" CEDAR POST W/ 24"DIA. CONC. FTG MIN. 42"BELOW GRADE. (TYP.)12'-0"7'-9"7'-3"Kenwood Hills #318362 Jurel WayLot 7 Block 1 Kenwood Hills 3rdLakeville, MN 55044 Job#: 600-142Final Blueprint ____/____/_____ ______________ All changes after above date will be done according to F.F.H. Change Order Policy Homeowner Signature FIELDSTONE FAMILY HOMES INC. Lic. # BC631164 Intellectual property of Fieldstone Family Homes, Inc.© 2008. ALL RIGHTS RESERVED. These plan drawings, including but not limited to, all text, designs, renditions, floor plans, along with the selection and arrangement of thereof, are original copyrighted materials owned by Fieldstone Family Homes, Inc. These materials are protected by federal law against unauthorized copying, or reproduction by unauthorized persons and entities. KENWOOD HILLS 3RD LOT 7 BLK 1 KENWOOD HILLS #3 2Scale: 1/4" = 1'-0"Fin Sq Ft:Agent: FOUNDATION1-21 SEPTEMBER Plan: ST. CROIX Foundation: 2307 Finished: 2886 Unfinished: 706 12" DIA PIER W/ SF28FOOTING FORM AT EAPOST, TYP (5) LOCSANCHOR BOLTSFOR HDU14 PERHOLD DOWNSCHEDULE 92%FURNACESEALEDCOMBUSTIONFD 50 GAL WH POWER VENTSEALED SB GROUND RODAIREXCHANGE80 SQFT OPENUNFINISHED MECHANICAL SPIGOT CANT UNEXCAVATED 4" CONC.SLAB SLOPE AS REQ'D PER CODE SPIGOTMFG 18" FLOORTRUSSES @ 24" O.C.UNFINISHED STORAGE 3/0 OPEN 2-2x10 (8') CONC. PIER 24X24 CONC. PIER 24X24 PORTAL WALL STRAPS 12" SHRK LID TO CODE CARPET AC TO HANG ON BRACKETS 16'-3" M.O. UP CONC STOOP 4-STRINGERS32'-0"4'-0"36'-0"13'-0"27'-0"40'-0"54'-0"20'-0" 12'-0"8'-0" 20'-0"15'-0"4'-0"58'-0"20'-0" 40'-0"22'-0"58'-0"7'-0"3'-0"10'-1"6'-0"25'-5"5'-11"4'-8"6'-6" SD/CO 2'-0"6'-0"9'-0" FG 60"SHOWERW/ BENCH25'-5"19'-5"18'-6"26'-1"5'-11"3-2X10(12') FLUSH FOR FUT 5' OPN 12'-3" 5'-0"1'-1" 12" SHRK LID TO CODE UNFINISHED FLEX ROOMMFG 18" FLOORTRUSSES @ 16" O.C.@ 26' SPANMFG 18" FLOORTRUSSES @ 16" O.C.5'-6" 2X6 WALL 2X6 WALL W/ BLOCKING 2-9 12" LVL (10') FLUSH TO HANG FROM FLOOR TRUSSES 5040 GL2-2X10 (12') 12 WALL W/ WOOD CAP 2'-1 1/2" 8'-0" 20'-10" 8'-0"12'-10" 8'-2" 12" SHRK LID TO CODE MFG 18" FLOORTRUSSES @ 24" O.C.MFG 18" FLOORTRUSSES @ 16" O.C.8'-9" FLOOR TRUSS LOCATION FOR FLOOR ABOVE12'-0"11'-4"2'-0"3'-0"6'-5"SINGLE 50DBL 3/8 CO BEDROOM #3 CARPET FAMILY ROOM CARPET 2/6 FAN BATH VINYL PH 48" 18" LINEN 2X6 WALL IRRIGATION LINE 4' RECESS STEP CONC. PATIO/WALK 9'-7 1/2"5'-0"FRAME FLOOR W/ 2X10 FLUSH FOR WALL ABOVEMFG 18" FLOORTRUSSES @ 16" O.C.@ 26' SPAN8' SGD2-2X10 (10')5'-0"5'-0"S5 FPNO HEARTHFLUSH POTFIRESIDE STONE FACEFRAME FLAT LEDGE @55" W/ WOOD CAPABOVEFRAMING DIMENSIONINSIDE WALL TOEXTERIOR CORNER FRAMING DIMENSIONINSIDE WALL TOEXTERIOR CORNER8'-3"13'X8' CONCPATIO BACKING SUPPORT FORBARN DOOR ABOVEDOOR OPENING4/0 BARN DOOR 24 2X6 WALL W/ BLOCKING 2X6 WALL W/ BLOCKING MFG 18" FLOORTRUSSES @ 16" O.C. UNDER 4 SEASONPORCHCONDITIONED SPACEABOVESPF ALL DUCT WORKKEPT TIGHT TO FLOORBELOW INSULATIONTHERMOPLY - THENALUMINUM SOFFIT 6"X6" CEDAR POST W/ 24"DIA. CONC. FTG MIN. 42"BELOW GRADE. (TYP.)FLOORDETAIL PAGE6 DISPLAY LEDGE 42" HIGH 1/2 WALL W/WOOD CAP ELECTRICALPANELGAS 3' CLEARANCE 28 6'-0"6'-0"7'-6"7'-6"2X10 TREATEDJOISTS @ 16"O.C. SPACINGMINIMUM OF FOUR DTT1Z DECKTENSION TIES MUST BE EVENLYDISTRIBUTED ALONG THE DECKWITH ONE DTT1Z WITH IN TWOFEET OF EACH END OF THELEDGER6"X6" CEDAR POST FRAMEDW/ 16" DIA. CONC. FTG MIN. FOR EXTERIORFOOTINGS & 19" CONC. FTG MIN. FOR MIDDLE FOOTING 42" BELOW GRADE. (TYP.)2-2X10 TRDBEAMS 21'-6"UNDER COUNTER BEV. COOLER 25WX35H OPN LAMT TOP FP VENTFRAME WALL FLUSHNO LEDGEFRAME WALLFLUSH NO LEDGEKenwood Hills #318362 Jurel WayLot 7 Block 1 Kenwood Hills 3rdLakeville, MN 55044 Job#: 600-142Final Blueprint ____/____/_____ ______________ All changes after above date will be done according to F.F.H. Change Order Policy Homeowner Signature FIELDSTONE FAMILY HOMES INC. Lic. # BC631164 Intellectual property of Fieldstone Family Homes, Inc.© 2008. ALL RIGHTS RESERVED. These plan drawings, including but not limited to, all text, designs, renditions, floor plans, along with the selection and arrangement of thereof, are original copyrighted materials owned by Fieldstone Family Homes, Inc. These materials are protected by federal law against unauthorized copying, or reproduction by unauthorized persons and entities. KENWOOD HILLS 3RD LOT 7 BLK 1 KENWOOD HILLS #3 3Scale: 1/4" = 1'-0"Fin Sq Ft: 1018Agent:LOWER LEVEL1-21 SEPTEMBER ST. CROIX Foundation: 2307 Finished: 2886 Unfinished: 706 SW3MIN (6) ANCHORBOLTS THIS WALL2-2x W/ STHD14THIS END BOTOF WALL2-2x W/ STHD14THIS END BOTOF WALL2-2x W/ STHD14 BOTOF WALL ALIGNED W/MST72 ABOVESW3SW32-2x W/ STHD14THIS END BOTOF WALL2-2x W/ STHD14THIS END BOTOF WALL4-2x W/ HDU14THIS END BOTOF WALLALIGNED W/MST72 ABOVE3-1 3/4"x9 1/4"LVL MINFLOOR TRUSSES MUST BE CONTINUOUS FROM EDGE OF PORCH BACK TOINTERIOR BEARING WALL AT BATH, FLOOR TRUSSES DESIGNED TO BE CHORDSOF CANTILEVERED DIAPHRAGM PROVIDING WIND BRACING TO PORCH, DESIGNTRUSSES FOR AXIAL FORCE OF +/- 2,500 LBS (ULT, REVERSIBLE) CHORD FORCEAPPLIED AT FACE OF EXTERIOR WALL, TYP EA END OF PORCH3/68/5ALL EXTERIOR WALLS MUST BESHEATHED WITH 7/16" APA RATEDSHEATHING NAILED PER SW6 (SEESHEAR WALL SCHEDULE) UNOALL FLOOR SHEATHING MUST BE MIN3/4" THICK APA RATED SHEATHING W/10d NAILS @ 6" OC AT PANEL EDGES& 12" OC FIELD NAILING UNO GREAT ROOMLAMT NO SOFFITS KITCHEN LAMT FOYER LAMT GARAGE 4" CONC.SLAB SLOPE AS REQ'D PER CODE OWNERS BEDROOM CARPET WIC CARPETOWNERS BATH LVTc 9' CEILINGS 10' FOYER CEILING CARPET AC TO HANG ON BRACKETS 16X7 GARAGE DOOR LONG RANCH PANEL W/WINDOWS 3-1178" M/L (18') LAUNDRY ROOM LVT TR DN MFG ROOF TRUSSES @ 24" O.C. STACK HDDURASTRANDSUB FLOOR* FALL PROTECTIONWINDOWS ABOVEEGRESS ONLY ATTIC ACCESS 22X32 DW SD SD 72" BEDROOM #2 CARPETSINGLEDOUBLEPH CONC STOOP BATH LAMT TB PH 60" FG BASE W/ TILE WALLS CORNER SHELVES SD/CO 28POC MUD ROOM LAMT FULL DEPTH RAISED 28 20 MIN FIRE RATED STEEL 2-2X10 (8') 30 D866 W/ GLASS W/ SDLT 2-2X10 (8') S7 FPNO HEARTHFLUSH POTOZARK MANTLE6X5 FIRESIDE STONEFACE 4-STRINGERS 3052 SH 2-2X10 (8') 3052 SH 2-2X10 (8') 26 24" BASE 12" BASE SINGLE30"60X32 STERLING60" FRAMED WOOD CAP BENCH 2X4 FRAME BENCH OPEN BELOW - NTS 17" H 18" D 60" W WOOD CAP LINEN 11'-1"12'-0"32'-0"4'-0"48'-0"13'-0"15'-0"40'-0"66'-0"20'-0" 12'-0"8'-0" 20'-0"15'-0"4'-0"70'-0"10'-0"20'-0" 40'-0"22'-0"70'-0"7'-0"3'-0"5'-0"6'-11"248'-0"9'-6"14'-6"9'-6"1'-0"14'-4"7'-0"6'-6"6'-0"26'-0"9'-0" 3'-6"2'-6"2'-6"4'-0"7'-0"2'-6" 12'-6"6'-0"4'-0"19'-6"6'-2"4'-0"2'-10"5'-0" SINGLE 3'-9"4'-2"9'-3"4'-3"4'-4"3'-0" 1'-0" BOOK SHELF 4'-6"8'-0"6'-6" 2'-6"1'-10"*3052 SH1-2X10 (8')4020TRANSOM2-2X10 (10')2'-2"6'-0" MFG ROOF TRUSSES @ 24" O.C.18" BASE CABINETOPEN (NO DOORS) W/LAMT TOPPANTRY ORGANIZERSHELF CUBBIES ABOVESD/CO36" LINEN 10" FLUSH SNACK BAR DEN CARPETSINGLE20 24 26 DBL 2/0 12 GLASS 28 26 28 3020 AWNING 2-2X10 (8')2'-5"2'-1"2020TRANSOM2-2X10 (8') 2020 TRANSOM 2-2X10 (8')2'-0"6'-0"7 1/2"10'-9"8'-4"9'-0"3'-6 1/2"2- 912" LVL(8') FLUSH4' RECESS STEP 2X6 WALL 6'-6" 2'-0" 2'-3" CONC. PATIO/WALK4'-0"30" DRAWER STACK W/ WOOD TOP BASE CABINET W/ LAMT. TOP 12 WALL W/ WOOD CAP 1'-7"EB 1'-9"2838 SH TEMPERED 2-2X10 (8') FULL ROCK GARAGE PORTAL WALL FRAMING SCUTTLE ACCESS 22X32 LEDGE 44" OFF FLOOR 9'-7 1/2"5'-0"1'-6"DISPLAY LEDGE W/ WOOD TOP FRAME 44" HIGH STAT/HRV 2"RECESS 2" FRIG 27" END PNL EA SIDE OF FRIG. EB 84" ISLAND 18" BASE CABINET OPEN (NO DOORS) W/ LAMT TOP PANTRY ORGANIZER SHELF CUBBIES ABOVE BY HARKRAFT 20'-0" 2'-10"2'-10"BLACKOUT WINDOWS: IN GABLE 2-2X4 HEADERS 2030 SH 2038 SH 2030 SH GABLE TRUSSWDFAN FANSINGLE FRAMER NOTES:-ALLWINDOWS/DOOR TOHAVE DOUBLE JACKSTUDS-WINDOWS/DOORSLARGER THAN 8' TOHAVE DOUBLE KINGSTUDS RANGE W/ HOOD VENT ABOVE 7'-11"60 40 DISP.MICROWAVESHELF8'-0"11'-10" 3'-0" 4050 FIXED4020TRANSABOVE2-2X10 (10')6'-0"3'-9"CABINET BICABINET BI8'-6"12'-0"MFG ROOF VAULTTRUSSES @ 24" O.C.6'-0"6'-0"12'-0"3044 PIC3020 AWNBELOW2-2X10 (10')PORCHLAMTFP VENT 4044 SH 2-2X10 (10') 24" DEEP 12" DEEP 3'-0" 3'-0"STACKRECESSED LIGHTS IN ROOF ABOVE 18X18 STONE BASE 30" ABOVE STOOP W/ 12X12 HARDBOARD WRAPPED POSTS BY SIDER14'-0"6/0 SGD2-9 12" LVL (8')6015 TRANSOMABOVE3" BEARING EAEND OF HEADER6'-0"12'-0"7'-3"6/0 C/O2-2X10 TREX STEPS 12X15 TREXDECK W/ALUM.RAIL SET @ 8'-0" SET @ 8'-0"SET @ 8'-0"SET @ 8'-0"SET @ 8'-0"SET @ 8'-0" SET @ 8'-0" 3044 PIC3020 AWNBELOW2-2X10 (10')SET @ 8'-0" 3 1/2" *3052 SH1-2X10 (8')SET @ 8'-0" 10' CLG IN FOYER 10' CLG IN FOYER FLAT DRYWALL PAINTED CEILING FLAT DRYWALL PAINTED CEILING DROPPED HEADER DROPPED HEADERWALL THE SAME HEIGHT AS COLUMNS WITH STONE FACE BOTH SIDES & CAP VAULT LINEELECTRICAL PANEL GAS 3' CLEARANCE6" WALL W/ SHRK OPN CENTERIN WALL - 7' HEIGHT5'-4"6" WALL W/ SHRK OPN CENTER IN WALL - 7' HEIGHT 3'-4" LAMTLAMT2X6 WALL9'-3" VALVE GLASS PNL W/PIVOT DOOR ALL 8' UPPERS 9' CEILING 10' CEILING BOX CEILING VAULT W/ CROWN DINETTELAMTFRAME 12" SOFFITDOWN FOR FP VENT Kenwood Hills #318362 Jurel WayLot 7 Block 1 Kenwood Hills 3rdLakeville, MN 55044 Job#: 600-142Final Blueprint ____/____/_____ ______________ All changes after above date will be done according to F.F.H. Change Order Policy Homeowner Signature FIELDSTONE FAMILY HOMES INC. Lic. # BC631164 Intellectual property of Fieldstone Family Homes, Inc.© 2008. ALL RIGHTS RESERVED. These plan drawings, including but not limited to, all text, designs, renditions, floor plans, along with the selection and arrangement of thereof, are original copyrighted materials owned by Fieldstone Family Homes, Inc. These materials are protected by federal law against unauthorized copying, or reproduction by unauthorized persons and entities. KENWOOD HILLS 3RD LOT 7 BLK 1 KENWOOD #3 4Scale: 1/4" = 1'-0"Fin Sq Ft: 1868Agent:MAIN LEVEL1-21 SEPTEMBER Plan: ST. CROIX Foundation: 2307 Finished: 2886 Unfinished: 706 UNLESS NOTED OTHERWISE, REDSHADED WALLS INDICATE SHEARWALL WITH SW6 NAILING, NO HOLDDOWN, AND 2-2x POST AT EACHENDSW3STHD14 EA ENDSW3STHD14 EA ENDPORTAL FRAME PIER W/STHD14 EA END & (2)ANCHOR BOLTS, SEE TYPPORTAL FRAME DETAILPORTAL FRAME PIER W/STHD14 EA END & (2)ANCHOR BOLTS, SEE TYPPORTAL FRAME DETAILDRAG TRUSS ALIGNED W/ (2)SHEAR WALLS, DRAG LOAD =3,000 LBS (ULT), PROVIDE MIN(4) HGA10KT FROM DRAGTRUSS TO DOUBLE TOP PLATEDRAG TRUSS ALIGNED W/PORTAL FRAME, DRAG LOAD= 7,200 LBS (ULT), PROVIDEMIN (6) HGA10KT FROM DRAGTRUSS TO DOUBLE TOP PLATESW3MST72 EA ENDSW3MST72 EA ENDSW32-2x W/ MSTC48B3 AT EA END,SEE PORCH SHEAR WALLELEVATION FOR MORE INFOSEE DETAIL 6/6FOR DETAIL ATWALLINTERSECTIONALL EXTERIOR WALLS MUST BESHEATHED WITH 7/16" APA RATEDSHEATHING NAILED PER SW6 (SEESHEAR WALL SCHEDULE) UNOALL ROOF SHEATHING MUST BE MIN5/8" THICK APA RATED SHEATHING W/10d NAILS @ 6" OC AT PANEL EDGES& 12" OC FIELD NAILING UNOCUT 1/4"x3" HOLE INFLOOR SHEATHING TOPASS STRAP THROUGH EDGE NAILING AT ALL STUDS & BLOCKING AT PANEL EDGES PER SHEAR WALL SCHEDULE, TYPPROVIDE RIM BOARD OR BLOCKING BETWEEN JOISTS PER SHEAR WALL SCHEDULESIMPSON A35 BOT CLIP ANGLE PER SHEAR WALL SCHEDULESIMPSON SDWS SCREW BOTTOM PLATE FASTENING PER SHEAR WALL SCHEDULEHOLD FROM SHEAR WALL NOTED ON FLOOR ABOVESHEAR WALL & HOLD DOWN CALLED OUT ON MAIN FLOOR FRAMING PLANTYP WALL STUDPOST AT EA END OF SHEAR WALL PER SHEAR WALL SCHEDULE AND/OR HOLD DOWN SCHEDULE, TYPMAIN FLR T/ SHEATHINGUPPER FLR T/ SHEATHINGFIELD NAILING AT ALL INTERIOR STUDS PER SHEAR WALL SCHEDULEHOLD DOWN AT BOT OF EA END OF SHEAR WALL PER PLAN UNOBLOCK ALL HORIZONTAL PANEL EDGES BETWEEN STUDS UNOSILL PL FASTENING FROM SHEAR WALL ON FLOOR ABOVESIMPSON A35 BOT CLIP ANGLE FROM SHEAR WALL ABOVEMATCH HOLD DOWN ABOVE, TYPSQUASH BLOCKS AT END POSTSSHEATHING CUTAWAY SHOWN AS A SCHEMATIC ONLY, TYPSHEAR WALL SCHEDULESHEAR WALL TYPESHEATHINGEDGE NAILINGFIELD NAILING7BOTTOM PLATE FASTENING5BOT PLATE CLIP ANGLE6SW67/16"8d@6"OC 8d@6"OC SDWS @ 12" OC A35 @ 20" OCSW4 7/16" 8d@4"OC SDWS @ 10" OC A35 @ 14" OCNOTES:1. BLOCK ALL PANEL EDGES UNLESS NOTED OTHERWISE.2. TYP RIM BOARD TO BE 1 1/2" 1.3E TIMBERSTRAND LSL RIM BOARD MATCHING JOIST DEPTH. PROVIDE BLOCKING BETWEEN ALL JOISTS W/ SAME LUMBER AS RIM BOARD.3. ALL NAILS ARE COMMON NAILS. PROVIDE HOT-DIPPED GALVANIZED NAILS AT ALL PRESSURE TREATED LUMBER.4. SHEATHING MUST BE APA RATED OSB APPLIED TO ONE FACE ONLY UNLESS NOTED OTHERWISE. APPLY SHEATHING TO EXTERIOR FACE OF EXTERIOR WALLS. AT INTERIOR WALLS, COORDINATE SHEATHED FACE WITH ARCH.5. SDWS DENOTES SIMPSON SDWS22400DB.6. A35 DENOTES SIMPSON A35 CLIP ANGLE.7. WHERE STUDS ARE SPACED AT 16" OC, FIELD NAILING MAY BE INCREASED TO 10" OC 8. ALL FRAMING AND BLOCKING AT PANEL EDGES SHALL BE 3" NOMINAL WIDTH. (2) 2x NOMINAL WIDTH MEMBERS FASTENED TOGETHER W/ (2) STAGGERED ROWS OF 8d NAILS @ 3" OC ARE PERMITTED IN LIEU OF (1) 3x MEMBER.9. PROVIDE MINIMUM OF (3) ANCHOR BOLTS PER SHEAR WALL.10. PROVIDE END POST AT EA END OF ALL SHEAR WALLS AS REQ'D PER HOLD DOWN SCHEDULE. WHERE NO HOLD DOWN IS CALLED OUT ON PLAN, PROVIDE 3-PLY END POST11. PROVIDE MIN 0.229"x3"x3" PL WASHER AT ALL ANCHOR BOLTS W/ 1 3/4" LONG SLOT WITH SLOT WIDTH = 3/16" WIDER THAN BOLT DIAMETER (I.E., 13/16" WIDE SLOT AT 5/8" DIA BOLT) WITH STD CUT WASHER BETWEEN PLATE WASHER & ANCHOR BOLT NUT. EDGE OF PLATE WASHER TO BE WITHIN 1/2" OF SILL PLATE EDGE THAT SHEATHING IS ATTACHED TO. NOTCH RIM/BLOCKING AS REQ'D TO FIT AROUND PLATE WASHER.SW3 7/16" 8d@3"OCSDWS @ 8" OC A35 @ 10" OCSW28,97/16" 8d@2"OC SDWS @ 6" OC A35 @ 8" OC8d@6"OC8d@6"OC8d@6"OCHOLD DOWN SCHEDULEHOLD DOWN TYPETYPEANCHOR RODTHROUGH RODHDU2HDU2-SDS2.5 SSTB16 5/8"NOTES:1. ALL HOLD DOWNS SHALL BE SIMPSON STRONG TIE.2. PROVIDE SIMPSON SSTB OR SB ANCHOR BOLTS AS NOTED ON PLANS.3. INSTALL HOLD DOWNS PER MFR RECOMMENDATIONS.4. SEE HOLD DOWN DETAIL FOR INSTALLATION AT DIFFERENT END CONDITIONS.5. THROUGH RODS SHALL BE ASTM F1554 GRADE 36.6. FINAL TIGHTEN NUTS AS LATE IN CONSTRUCTION AS POSSIBLE.7. INSTALL ALL SIMPSON STRONG TIE CONNECTORS W/ NAILING, END LENGTHS, ETC, PER MFR RECOMMENDATIONS.8. SEE BUIL-UP POST FASTENING SCHEDULE FOR FASTENING OF END POST PLIESHDU4 HDU4-SDS2.5 SSTB20 5/8"HDU5 HDU5-SDS2.5 SSTB24 5/8"HDU8 HDU8-SDS2.5 SSTB28 7/8"HDU11HDU11-SDS2.5 SB1x30 1"HDU14 HDU14-SDS2.5 SB1x30 1"CS16 CS16 N/A N/AEND POST SIZE3-2x4-2x2-2x4-2x2-2x2-2x2-2xHOLD DOWN PER PLAN W/ END POST PER SW/HD SCHEDULESHEATHINGANCHOR ROD, SEE HOLD DOWN SCHEDULECONC WALL, SEE PLAN, SIM AT THICKENED SLABFLR JOISTCAVITYCOUPLER & THROUGH ROD AS REQ'DPROVIDE SQUASH BLOCKS IN JOIST CAVITY, MATCH POST AREAREINF WALL PER STRAP MFR INSTRUCTIONSSTRAP HOLD DOWN & POST PER PLAN & HD SCHED (MIN 2-2x POST), USE RIM JOIST STRAP MODEL PER MFR AS REQ'D, INSTALL OVER SHEATHING IS ACCEPTABLESHEATHINGCONC WALL PER PLANREINF WALL PER STRAP MFR INSTRUCTIONSFLR JOISTCAVITYPROVIDE SQUASH BLOCKS IN JOIST CAVITY, MATCH POST AREAMIN (2) ROWS OF (12) 16d NAILS @ 3" O.C.4' - 0" MINIMUM LAP SPLICETYP WALL STUDCENTER SPLICE ON STUD, TYP(2) 2x TOP PLATEMSTC48B3 OR MSTC66B3 HOLD DOWN PER PLAN INSTALL PER MFR RECSHEATHINGWOOD BEAM PER PLANFLR JOISTCAVITYPROVIDE SQUASH BLOCKS IN JOIST CAVITY, MATCH POST AREAEND POST PER PLAN, MIN 2-2x END POST AT MSTC STRAPSECTION THROUGH WALL AT OPENINGPER PLANSOPNGHEADER PER PLANSOPENING PER PLANOPENING SILL PLATETYPICAL STUDSSECTION THROUGH WALLBEYOND OPENINGTYPICAL WALL STUDSBLOCKING IN WALL AT ALL STRAP LOCATIONSSIMPSON CS20 FULL WIDTH OF WALL AS NOTED ON ELEVATION, MIN 8-8d NAILS AT EA END OF STRAP & FILL EVERY OTHER NAIL HOLESIMPSON CS20 PER ELEV ALIGNED WITH BOTTOM OF HEADER OVER OPENING AND SILL PLATE AT BOT OF OPENINGWALL SHEATHING, TYPMIN 3-PLY LVL PER PLANPROVIDE MID-CHORD BEARING TRUSSES AT BEAM AT EDGE OF PORCHFLOOR SHEATHING PER PLANSHEAR WALL PER PLANPROVIDE CONTINUOUS RIBBON BOARD ALONG EDGE OF PORCH W/ 10d NAILS @ 6" OC MAX FROM SHEATHING INTO RIBBON BOARD8d @ 3" OCSHEAR WALL BOT PL FASTENING PER SCHEDULEwww.ccjse.comScaleProject numberDateDrawn byChecked byStructural Engineer:Cole C. Janisch Structural Engineering1731 Wilking WayShakopee, MN 55379(952) 583-3013www.ccjse.comcolej@ccjse.comGeneral Contractor:Fieldstone Family Homes Inc801 Cliff Rd East Suite 135Burnsville, MN 55337www.fieldstonefamilyhomes.comProject Location:18362 Jurel WayLakeville, MN 55044Engineers With AnswersCertification:WHEN IN DOUBT, ASK! QUESTIONS COST LESS THAN RE-WORK!As indicated10/28/2021 6:22:03 PM5Details21152Issue for Construction10/28/2021CCJCCJ18362 Jurel WayLakeville, MNNo. Description Date0 Issue for Construction 10/28/20213/4" = 1'-0"51Typical Shear Wall Elevation1/4" = 1'-0"52Wood Shear Wall Schedule1/4" = 1'-0"53Typical Shear Wall Hold DownSchedule3/4" = 1'-0"54Typ Detail at HDU into ConcreteWall3/4" = 1'-0"55Typ Detail at Strap Hold Down intoConcrete1" = 1'-0"56Top Plate Splice Detail3/4" = 1'-0"57Typ Detail at MSTC Hold Down1" = 1'-0"59Typical Detail at Shear WallStrapping1" = 1'-0"58Unique - Section at Porch EdgeBeam10/28/2021 MAX 18' - 0"ROUGH OPENING, SEE PLANMIN 2' - 0"EXTENT OF HEADER WITH SINGLE PORTAL FRAMEEXTENT OF HEADER WITH DOUBLE PORTAL FRAMEPORTAL FRAME, SEE PLANPONY WALL10' - 0" MAX TO TOP OF HEADER12' - 0" MAX TOTAL WALL HEIGHTMIN 24" @ PF24 PIERPANEL WIDTH PER PLANMIN 16" @ PF16 PIERNOTES:1. PORTAL WALL DENOTED BY PFXX OR PFXX/XX ON PLANSA. XX DENOTES PIER WIDTH (PF16 = MIN 16" WIDE PANEL, PF24 = MIN 24" WIDE PANEL)B. PFXX DENOTES A PORTAL FRAME WITH ONE PANEL. SEE PLAN FOR PANEL LOCATIONC. PFXX/XX DENOTES A PORTAL FRAME WITH TWO PANELS. SEE PLAN FOR PANEL LOCATIONS.D. EXAMPLE:a. PF16 DENOTES A PORTAL FRAME WITH (1) 16" WIDE PANELb. PF24/24 DENOTES A PORTAL FRAME WITH (2) 24" WIDE PANELSc. PF16/24 DENTOES A PORTAL FRAME WITH (1) 16" WIDE PANEL & (1) 24" WIDE PANEL2. PORTAL WALLS ARE DESIGNED IN ACCORDANCE WITH AND MUST BE CONSTRUCTED IN ACCORDANCE WITH APA TT-100F.3. SHEATHING MUST BE MIN 3/8" THICK APA RATED OSB. FASTEN SHEATHING TO ALL FRAMING (STUDS, BLOCKING, SILLS, ETC) WITH MIN 8d COMMON OR GALV BOX NAILS @ 3" OC.4. SIMPSON STHD14 STRAP MAY BE INSTALLED AT "CORNER" OR "MIDWALL" INSTALLATIONS IN 6" OR 8" THICK STEMWALLS (MIN f'c = 2,500 PSI) PROVIDED INSTALLATION COMPLIES WITH MANUFACTURER PUBLISHED INSTRUCTIONS. PROVIDE STHD14-RJ AS REQUIRED AT BRICK LEDGES OR RAISED CURBS LESS THAN 6" THICK.WOOD HEADER, SEE PLAN, MIN 3"x11 1/4", DFL No 2 & BTR OR LVLMIN 2-2x FRAMING, TYP, NUMBER OF JACK/KING STUDS PER IRC OR PER PLANSMIN (1) #4 T&B IN FOUNDATION AT PORTAL FRAME, LAP BARS MIN 15", PROVIDE ADDITIONAL REBAR AS REQ'D BY HOLD DOWN MANUFACTURERMIN (1) 5/8" DIA ASTM F1554 GR 36 ANCHOR BOLT W/ 8" EMBED INSTALLED PER IRC 403.1.6 W/ 2"x2"x3/16" PLATE WASHERMIN 12"x12 FOOTING UNDER OPENING & PORTAL FRAME PER APA TT-100F, TURNED DOWN SLAB EDGE IS PERMITTED AT DOOR OPENINGSSIMPSON STHD14 AT EA END OF PANEL AND AT END OF HEADERSIMPSON CS16 UNO, PROVIDE AT EA SIDE OF OPENINGFASTEN SHEATHING TO HEADER W/ 8d COMMON OR GALV BOX NAILS @ 3" OC EA WAY GRID PATTERN AS SHOWNSIMPSON STRAP INSTALLED ON OPPOSITE SIDE OF SHEATHINGHEADER PER PLANFASTEN PLATES TO HEADER W/ (2) ROWS OF 16d SINKERS @ 3" OC, TYPSHEATHING, SEE NOTE 3IF REQ'D, PANEL SPLICE EDGE MUST OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN MIDDLE 24" OF PORTAL HEIGHT. PROVIDE (1) ROW OF TYP NAILING @ 3" OC AT EA PANEL EDGETYP PORTAL FRAME CONSTRUCTIONSIMPSON STRAPTYP PORTAL FRAME CONSTRUCTIONCONC STEM WALL AND FOOTING, SEE PLAN AND ELEVATIONTYPICAL PORTAL FRAME ELEVATIONSECTION THROUGH TYPICAL PORTAL FRAMESHEAR WALL, SEE PLANDIAPHRAGM BOUNDARY NAILINGROOF SHEATHINGROOF TRUSSES2x BLOCKING EA SIDE OF DRAG TRUSS, FULL LENGTH, MATCH DRAG TRUSS CHORD DEPTH. AT ROOF SHEATHING, FASTEN BLOCKING TO SHEATHING W/ 10d @ 6" OC(2) 10d END NAILS PER BLOCK, TYP, REMAINDER NOT SHOWN FOR CLARITYFASTEN DRAG TRUSS TO DBL TOP PL AT SHEAR WALL W/ SIMPSON HGA10KT CLIPS (W/ 3" SDS SCREWS INTO DOUBLE TOP PLATE) AS NOTED ON PLANNOTE:TRUSS DESIGNER IS RESPONSIBLE FOR DESIGNING TRUSS TO ACCOMMODATE DRAG LOAD (SHOWN ON PLAN) AND FOR DESIGNING UPLIFT CLIPS AT END OF TRUSS FOR OVERTURNING EFFECTS FROM DRAG LOAD.DRAG TRUSS, SEE PLAN FOR DRAG LOADNOTES:1. ADJACENT NAILS MUST BE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN.2. SDW* DENOTES SIMPSON SDW SCREWS DRIVEN FROM ONE SIDE OF POST. USE THE FOLLOWING SCREWS:A. SDW22438 @ 3-2xB. SDW22600 @ 4-2x3. PROVIDE (1) ROW OF FASTENERS AT 2x4 POSTS, (2) ROWS OF FASTENERS @ 2x6 AND 2x8 POSTS AT 2 1/2" GAGE.4. WHEN ONLY ONE ROW OF NAILS IS REQUIRED, ADJACENT NAILS SHOULD BE STAGGERED.5. SEE NDS CHAPTER 15 FOR SITUATIONS NOT COVERED.6. PROVIDE MIN 4" END DISTANCE AND MIN 1 1/2" EDGE DISTANCE AT BOLTS.7. ALL NAILS ARE COMMON. PROVIDE HOT DIPPED GALVANIZED NAILS AT PRESSURE TREATED LUMBER.8. PROVIDE A WASHER AT BOLT HEAD AND NUT. TIGHTEN NUTS TO BRING ALL PLIES INTO CONTACT.COLUMNFASTENER END DISTANCEMAX SPACING2-2x 10d NAILS 2 1/2"6" OC3-2xSDW* 3 1/2"6" OC>4-2x 1/2" BOLTS 4"8" OCBUILT-UP POST FASTENING SCHEDULE4-2x SDW* 3 1/2"6" OC2"3"8" TYPPLACE FOOTING ON NATURAL UNDISTURBED SOIL OR 6" COMPACTED CRUSHED STONE PER MFR RECOMMENDATIONSSQUAREFOOT FOOTING FORM, SEE PLAN12" DIA PIER UNO PER PLAN4-#4 VERTS#3 STIRRUPS4" MINFROST DEPTHEXTEND STIRRUPS INTO SQUAREFOOT FORMWOOD POST, SEE PLAN, W/ SIMPSON POST BASE W/ CAST-IN-PLACE ANCHOR BOLTS INSTALLED PER MFR RECOMMENDATIONSFINISHED GRADETYP SHEAR WALL NAILING PER PLAN & DETAILS UNODO NOT INTERRUPT SHEATHING AT SHEAR WALLSSHEAR WALL EDGE NAILING10d FACE NAILS, MATCH SHEAR WALL EDGE NAIL SPACING, TYP EA SIDE OF STUD INTERRUPTING WALL SHEATHINGSHEAR WALL PER PLANWALL ADJACENT TO SHEAR WALL SHEATHINGMAIN LEVEL WALLLOWER LEVEL WALLFLOOR TRUSSES BY SUPPLIER CONTINUOUS OVER WALL OUT TO EDGE OF PORCHFLOOR SHEATHINGSHEAR WALL EDGE NAILINGSHEAR WALL BOTTOM PLATE FASTENINGMIN (2) HGA10KT CLIP ANGLES PER BLOCK (W/ 3" LONG SDS SCREWS INTO DBL TOP PL BELOW)MIN 1 1/2" LSL BLOCKING BETWEEN TRUSSES, NOTIFY EOR IF MORE THAN 2 BLOCKS REQUIRE >12" DIA HOLES FOR HVAC DUCT RUNS(2) ROWS OF 4-10d NAILS FROM SHEATHING TO BLOCKING (MIN 8-10d NAILS INTO EA BLOCK), STAGGER ROWSNOTE:DO NOT LOCATE SHEATHING JOINTS OVER WALL.www.ccjse.comScaleProject numberDateDrawn byChecked byStructural Engineer:Cole C. Janisch Structural Engineering1731 Wilking WayShakopee, MN 55379(952) 583-3013www.ccjse.comcolej@ccjse.comGeneral Contractor:Fieldstone Family Homes Inc801 Cliff Rd East Suite 135Burnsville, MN 55337www.fieldstonefamilyhomes.comProject Location:18362 Jurel WayLakeville, MN 55044Engineers With AnswersCertification:WHEN IN DOUBT, ASK! QUESTIONS COST LESS THAN RE-WORK!As indicated10/28/2021 6:22:03 PM6Details21152Issue for Construction10/28/2021CCJCCJ18362 Jurel WayLakeville, MNNo. Description Date0 Issue for Construction 10/28/20213/4" = 1'-0"61Typical Portal Frame Detail3/4" = 1'-0"62Typical Detail at Drag Truss1" = 1'-0"64Wood - Built Up Post Schedule1" = 1'-0"65Typical SquareFoot Footing Detail1" = 1'-0"66Plan Detail at Shear WallIntersection1" = 1'-0"63Section at Interior Shear Wall10/28/2021 STRUCTURAL NOTESGENERAL1. ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS.2. CONTRACT DOCUMENTS INDICATE INFORMATION SUFFICIENT TO CONVEY DESIGN INTENT. REVIEW CONTRACT DOCUMENTS AND VERIFY FIELD AND EXISTING CONDITIONS PRIOR TO COMMENCING WORK. PROMPTLY NOTIFY ENGINEER PRIOR TO PROCEEDING WITH WORK IF FURTHER CLARIFICATIONOF DESIGN INTENT IS NEEDED.3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH ARCHITECT AND ENGINEER AS REQUIRED.4. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED AS DETAILED FOR SIMILAR WORK.5. CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION AND DO NOT INCLUDE ANY CONSIDERATION FOR TEMPORARY BRACING OF STRUCTURE DURING CONSTRUCTION. PROVIDE ALL NECESSARY MEASURES TO PROTECT THE STRUCTURE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT CONSTITUTE ACCEPTANCE OF CONSTRUCTION MEANS AND METHODS AND SHALL NOT CONSTITUTE ANY REQUIRED SPECIAL INSPECTIONS.6. SUBMIT SHOP DRAWINGS FOR ALL COMPONENTS FOR REVIEW BEFORE FABRICATION. CONTRACTOR SHALL REVIEW FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS PRIOR TO SUBMISSION TO ENGINEER. ENGINEER’S REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN INTENT AND DOES NOT CONSTITUTE AN AUTHORIZATION TO DEVIATE FROM TERMS AND CONDITIONS OF CONTRACT. WHEN REQUIRED, THE SUBMITTAL SHALL BE SIGNED AND SEALED BY A PROFESSIONAL (OR STRUCTURAL) ENGINEER LICENSED IN THE STATE OF THE PROJECT.7. MODIFICATIONS AND SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BY ENGINEER. NO MODIFICATION OR SUBTITUTION WILL BE ACCEPTED VIA SHOP DRAWING REVIEW. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE GOVERNING CODE AUTHORITY PRIOR TO THEIR USE. ADHERE TO ALL CONDITIONS OF HTOSE APPROVALS.8. UNLESS NOTED OTHERWISE IN THESE DRAWINGS, EQUIPMENT MANUFACTURER SHALL PROVIDE EQUIPMENT ANCHORAGE TO THE STRUCTURE MEETING THE REQUIREMENTS OF ASCE/SEI 7, CHAPTER 13. USE ISOLATORS, FASTENERS, AND BRACING HAVING CURRENT ICC-ES REPORTS. EQUIPMENT ANCHORAGE SHALL BE CAPABLE OF TRANSMITTING CODE REQUIRED LATERAL LOADS BUT IN NO EVENT LESS THAN A LATERAL LOAD EQUIVALENT TO30 PERCENT OF THE OPERATING WEIGHT OF EQUIPMENT. SECURE SUSPENDED EQUIPMENT WITH LATERAL OR SWAY BRACING HAVING CURRENT ICC-ES REPORTS.9. UNLESS SPECIFICALLY SHOWN ON THE PLANS, NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED, OR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE ENGINEER.10. MECHANICAL, ELECTRICAL, AND PLUMBING LOADS SHALL BE SUPPORTED FROM BEAMS. EXCEPTION: LIGHT MECHANICAL, ELECTRICAL, AND PLUMBING LOADS MAY BE SUPPORTED BY METAL DECK ASSEMBLY BUT MUST BE ANCHORED INTO STRUCTURAL CONCRETE BY A SYSTEM HAVING CURRENT ICC-ES REPORT.11. NON-STRUCTURAL ITEMS, INCLUDING, BUT NOT LIMITED TO, STAIR FRAMING, ARCHITECTURAL CLADDING, ETC., WHEN NOT DETAILED ON THE STRUCTURAL OR ARCHITECTURAL DRAWINGS, SHALL BE THE DESIGN RESPONSIBILITY OF THE CONTRACTOR. THESE NON-STRUCTURAL ITEMS MAY BE SUPPORTED BY THE PRIMARY STRUCTURE BUT SHALL NOT IMPOSE TORSIONAL LOADS ONTO THE PRIMARY SUPPORT MEMBERS. PROVIDE BRACES, KICKERS, STIFFENERS, ETC., AS NECESSARY TO ELIMINATE TORSIONAL LOADS.DESIGN CRITERIA1. GENERALA. RISK CATEGORY..................................................................II2. DEAD LOADA. WEIGHT OF BUILDING MATERIALSB. SOLAR PHOTOVOLTAIC PANEL SYSTEM.........................7 PSF3. LIVE LOADA. ROOF.....................................................................................20 PSF (REDUCIBLE)B. TYPICAL SINGLE FAMILY RESIDENTIAL...........................40 PSF (REDUCIBLE)4. SNOW LOAD DATAA. GROUND SNOW LOAD Pg..................................................50 PSFB. FLAT ROOF SNOW LOAD Pf...............................................35/39/42 PSFC. SNOW EXPOSURE FACTOR Ce.........................................1.0D. SNOW IMPORTANCE FACTOR...........................................1.0E. THERMAL FACTOR Ct.........................................................1.0/1.1/1.2F. SNOW DRIFT LOADS...........................................................SEE PLANS5. WIND DESIGN DATAA. ULTIMATE WIND SPEED.....................................................115 MPHB. RISK CATEGORY..................................................................IIC. EXPOSURE CATEGORY...............................................BD. ENCLOSURE CLASSIFICATION..........................................ENCLOSED BUILDINGE. INTERNAL PRESSURE COEFFICIENT, GCpi.....................+/-0.18F. COMPONENT & CLADDING LOADS...................................SEE LOAD TABLESOIL, EXCAVATION, AND SHALLOW FOUNDATION1. DESIGN OF FOUNDATION SYSTEMS BASED ON ASSUMED ALLOWABLE SOIL BEARING PRESSURES PER IBC.2. EXCAVATION, BACKFILL, AND COMPACTION SHALL BE DONE IN STRICT ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS. IF NO GEOTECHNICAL REPORT IS PREPARED, OBTAIN GUIDANCE FROM GEOTECHNICAL ENGINEER AS REQUIRED FOR PROJECT.3. DESIGN SOIL VALUES FOR SPREAD AND CONTINUOUS FOOTINGS:A. NET ALLOWABLE BEARING PRESSURE....................1,500 PSFB. LATERAL BEARING PRESSURE..................................150 PSF/FTC. ACTIVE EARTH PRESSURE.........................................60 PSF/FTD. AT-REST EARTH PRESSURE.......................................100 PSF/FTA. COEFFICIENT OF SLIDING FRICTION................................0.25B. ALLOWABLE COHESION.....................................................100 PSFC. FROST DEPTH....................................................................3'-6"4. ALL FOOTINGS EXPOSED TO FREEZING CONDITIONS MUST BE AT OR BELOW FROST DEPTH. STEP FOOTINGS PER TYPICAL DETAILS AS REQUIRED.5. INTERIOR FOOTINGS MUST BE MIN 12" BELOW GRADE.6. FOOTINGS SHAL BEAR ON PROPERLY COMPACTED FILL OR NATURAL EARTH PER RECOMMENDATIONS IN THE GEOTECHNICAL REPORT OR BUILDING CODE.7. CONCRETE SHALL NOT BE PLACED ON FROZEN GRADE. IF FOOTING IS SUBJECT TO FREEZING TEMPERATURES AFTER FOUNDATION CONSTRUCTION, THEN FOOTING SHALL BE ADEQUATELY PROTECTED FROM FREEZING.8. UNLESS ADEQUATELY BRACED AND SHORED OR OTHERWISE NOTED ON THESE DRAWINGS, RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL WALLSHAVE ATTAINED FULL DESIGN STRENGTH. FOR PIT WALLS AND BUILDING WALLS BELOW GRADE, BRACING AND SHORING SHALL REMAIN IN PLACE UNTIL ATTACHED FLOORS ARE PLACED, CURED FOR AT LEAST 7 DAYS, AND HAVE ATTAINED FULL DESIGN STRENGTH. BACKFILL PLACED IMMEDIATELY BEHIND RETAINING WALLS SHALL BE COMPACTED WITH HAND OPERATED EQUIPMENT.9. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. UNLESS NOTED OTHERWISE, PROVIDE MIN 5% SLOPE AWAY FROM BUILDING.CAST-IN-PLACE CONCRETE1. ALL WORK SHALL CONFORM TO THE FOLLOWING STANDARDS:A. AMERICAN CONCRETE INSTITUTE, ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE”B. ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”2. SEE TABLES FOR REQUIRED CONCRETE STRENGTH & COVER. TABULAR VALUES SHALL APPLY UNLESS NOTED OTHERWISE.3. NORMAL WEIGHT CONCRETE SHALL HAVE A DRY UNIT WEIGHT OF 150 +/-3 PCF.4. LIGHTWEIGHT CONCRETE SHALL HAVE A DRY UNIT WEIGHT OF 110 +/-3 PCF.5. CONCRETE MIX PROPORTIONING SHALL BE BASED ON FIELD EXPERIENCE AND/OR TRIAL MIXTURES AS STIPULATED IN IBC. SUBMIT CONCRETE MIXPROPORTIONING DATA, INCLUDING HISTORICAL STRENGTH RECORDS AND/OR RESULTS OF TRIAL MIXTURES, FOR EACH TYPE AND COMPRESSIVE STRENGTH OF CONCRETE. CONCRETE MIX PROPORTIONING SHALL BE SIGNED AND SEALED BY A PROFESSIONAL OR STRUCTURAL ENGINEER LICENSEDIN THE STATE OF THE PROJECT AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL.6. CONCRETE SLAB FLATNESS AND LEVELNESS SHALL BE FF=25 AND FL=25 UNLESS NOTED OTHERWISE IN SPECIFICATIONS.7. SUBMIT SHOP DRAWINGS INDICATING REINFORCING AND LOCATIONS OF CONCRETE CONSTRUCTION JOINTS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACING CONCRETE. LOCATE CONSTRUCTION JOINTS TO MINIMIZE EFFECTS OF SHRINKAGE AND AT POINTS OF LOW STRESS. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN BEAMS AND SLABS UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.8. THE OUTSIDE DIAMETER OF CONDUITS AND PIPES EMBEDDED IN WALLS AND SLABS SHALL NOT EXCEED 1/3 THE OVERALL THICKNESS OF SLAB OR WALL IN WHICH THEY ARE EMBEDDED. LOCATE CONDUITS AND PIPES WITHIN THE MIDDLE THRID OF SLABS OR WALLS AND NO CLOSER THAN 3 DIAMETERS ON CENTER WITH A CLEAR SPACING NOT LESS THAN 4 INCHES. CROSSING OF ELECTRICAL CONDUIT IS NOT PERMITTED WITHOUT THE PRIOR WRITTENCONSENT OF THE ENGINEER.9. PROVIDE SLEEVES FOR ELECTRICAL AND PLUBMING OPENINGS. IF CONFLICT OCCURS BETWEEN REINFORCING AND SLEEVES, REPOSITION REINFORCING OR SLEEVES OR BOTH. DO NOT CUT ANY REINFORCING. CORING IS NOT PERMITTED.10. PRIOR TO PLACING CONCRETE, REINFORCING BARS, EMBEDDED PLATES, ANCHOR BOLTS, AND OTHER CONCRETE EMBEDMENTS SHALL BE WELL SECURED IN POSITION.11. CONCRETE PLACEMENT SHALL CONFORM TO ACI 304 AND CONTRACT DOCUMENTS. INTENTIONALLY ROUGHEN ALL PREVIOUSLY HARDENED CONCRETE SURFACES TO A FULL AMPLITUDE OF ¼”AGAINST WHICH FRESH CONCRETE WILL BE PLACED.12. AT ALL CONSTRUCTION JOINTS, CLEAN, REMOVE LAITANCE, THOROUGHLY WET, AND REMOVE STANDING WATER IMMEDIATELY BEFORE PLACING FRESH CONCRETE.13. FORMS SHALL BE CONSTRUCTED TO PROVIDE CAMBER AS SPECIFIED ON THE DRAWINGS. CONCRETE SLAB THICKNESS AND/OR TOP OF SLAB ELEVATION SHALL BE MAINTAINED.14. FORM EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS WITH A ¾”CHAMFER UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS.15. CONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS OTHERWISE ACCEPTED BY ENGINEER.16. REFER TO ACI 305 FOR HOT WEATHER CONCRETING17. REFER TO ACI 306 FOR COLD WEATHER CONCRETING.18. CURING COMPOUNDS, SLEALERS, HARDENERS, ETC. USED ON CONCRETE THAT RECEIVES A FINISH SHALL BE APPROVED BY THE ENGINEER BEFORE USE.19. GROUT MUST BE NON-SHRINK NON-METALLIC AND MUST NOT CONTAIN CHLORIDES AND MUST HAVE A 28-DAY COMPRESSIVE STRENGTH OF 7,000 PSI.REINFORCING STEEL1. ALL WORK SHALL CONFORM TO THE FOLLOWING STANDARDS:A. AMERICAN CONCRETE INSTITUTE ACI 318”BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”B. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) “MANUAL OF STANDARD PRACTICE”2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. BARS TO BE WELDED SHALL CONFORM TO ASTM A706.3. REINFORCEMENT RESISTING EARTHQUAKE-INDUCED FLEXURAL AND AXIAL FORCES IN FRAME MEMBERS AND IN STRUCTURAL WALL BOUNDARY ELEMENTS SHALL COMPLY WITH ASTM A706.4. WELDED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A185. LAP WELDED WIRE REINFORCEMENT 1 ½ MESHES OR ONE FOOT MINIMUM.5. DEFORMED BAR ANCHORS SHALL BE NESLON STUD WELDING, INC. TYPE D2L (ICC EVALUATION SERVICE REPORT ER-2907), OR AN ENGINEER APPROVED EQUAL, AND SHALL BE MADE FROM DEFORMED STEEL WIRE CONFORMING TO ASTM A496 WITH A MINIMUM YIELD STRENGTH OF 70 KSI AND A MINIMUM TENSILE STRENGTH OF 80 KSI.6. PREPARE REINFORCING STEEL SHOP DRAWINGS IN ACCORDANCE TO ACI 315 PART B. PLACING DRAWINGS SHALL BE PREPARED TO THE SAME STANDARD AS CONTRACT DRAWINGS. SHOW REINFORCING PLACEMENT, SPLICE LOCATIONS, REINFORCING LENGTHS, DETAILS, ELEVATIONS, BEND DETAILS, ETC. SUBMIT TO ENGINEER FOR REVIEW PRIOR TO FABRICATION. PROMPTLY NOTIFY ENGINEER PRIOR TO DEVELOPING REINFORCING STEEL SHOP DRAWINGS IF INSUFFICIENT CLEAR DISTANCES BETWEEN REINFORCING STEEL OR OTHER CONGESTION IS ENCOUNTERED. DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE CLEARLY IDENTIFIED ON THE SHOP DRAWINGS. IF SUBMITTAL IS PARTIAL, CLEARLY INDICATE ITEMS EXCLUDEDFROM SUBMITTAL.7. REINFORCING STEEL SHALL BE SPLICED AS SHOWN ON THE DRAWINGS. IF NOT SHOWN, LOCATE SPLICES IN AREAS OF MINIMUM STRESS. LAP SLPLICE LENGTHS ARE AS INDICATED ON THE DRAWINGS.8. MINIMUM CLEARANCES BETWEEN PARALLEL REINFORCING STEEL INCLUDING SPLICED BARS SHALL BE ONE INCH, ONE BAR DIAMETER, OF 4/3 TIMES THE MAXIMUM SIZE AGGREGATE, WHICHEVER IS GREATER. PROVIDE 1 ½ INCHES OR 1 ½ BAR DIAMETERS, WHICHEVER IS GREATER, AT COLUMNS ONLY.FOR BUNDLED BARS, MINIMUM CLEAR DISTANCES BETWEEN UNITS OF BUNDLED BARS SHALL BE SAME AS SINGLE BARS EXCEPT BAR DIAMETER IS DERIVED FROM EQUIVALENT TOTAL AREA OF BUNDLE.9. USE PLASTIC-OR PLASTIC-COATED SPACERS AND CHAIRS IF RESTING ON EXPOSED CONCRETE SURFACES.10. WELDING OF REINFORCING STEEL SHALL BE MADE WITH LOW HYDROGEN ELECTRODES IN CONFORMANCE WITH AMERICAN WELDING SOCIETY AWS D1.4“STRUCTURAL WELDING CODE –REINFORCING STEEL”.11. REINFORCING STEEL SHALL NOT BE FIELD BENT AFTER CONCRETE IS PLACED AND HARDENED UNLESS NOTED OTHERWISE ON THESE DRAWINGS.12. CONTRACTOR SHALL PROVIDE FOR AN ALLOWANCE OF 5 TONS OR 2%, WHICEVER IS SMALLER, OR REINFORCING STEEL TO BE FABRICATED AND/OR PLACED DURING THE PROGRESS OF WORK AS MAY BE DIRECTED BY THE ENGINEER. THE UNUSED PORTION SHALL BE CREDITED TO THE OWNER AT THE COMPLETION OF CONCRETE WORK.WOOD FRAMING1. ALL WORK SHALL CONFORM TO THE AMERICAN WOOD COUNCIL NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.2. ALL DIMENSIONAL LUMBER MUST BE S-P-F No2 OR BETTER UNO3. PRESSURE TREATED DIMENSIONAL LUMBER MUST BE SOUTHERN PINE No2 OR BETTER4. ALL LUMBER MUST HAVE GRADE STAMPS.5. ALL LUMBER SIZES SHOWN ARE NOMINAL.6. FOR OVERLAY FRAMING AT ROOFS OR OTHER CONVENTIAL ROOF FRAMING, CONTRACTOR SHALL PROVIDE 2X FRAMING IN ACCORDANCE WITH ROOF RAFTER TABLES IN IBC.7. DOUBLE TOP PLATE IS DESIGNED TO SPAN BETWEEN STUDS FOR SOLID SAWN JOISTS ONLY. CENTER WALL STUDS UNDER ALL BUILT-UP FRAMING. LOCATE STUDS DIRECTLY UNDER ALL ENGINEERED WOOD FRAMING (I-JOISTS, TRUSSES, LVL, PSL, GLULAM BEAMS, ETC.).8. PROVIDE SIMPSON END CONNECTORS TO MATCH JOIST SIZES UNLESS NOTED OTHERWISE.A. E.G. USE SIMPSON LUS212 AT 2x12 JOISTS9. POSTS SUPPORTING HEADERS AND BEAMS SHALL BE CONTINUOUS FROM POINT OF LOAD APPLICATION TO THE FOUNDATION. PROVIDE SQUASH BLOCKS MATCHING AREA OF POST.10. BEAM OVER POST CONNECTIONS SHALL BE FITTED WITH A SIMPSON STRONG-TIE POST CAP UNO.11. BOLTS SHALL BE ASTM A307. BOLT HOLES SHALL BE OVERSIZED MIN 1/32”AND MAX 1/16”. BOLTS SHALL NOT BE FORCIBLY DRIVEN. PROVIDE STANDARD CUT WASHER AT BOLT HEAD AND NUT.12. LAG SCREWS SHALL BE ASTM A307. LEAD HOLES SHALL BE BORED IN ACCORDANCE WITH NDS SECTION 12.1.4.13. ALL EXTERIOR FASTENERS AND HARDWARE SHALL BE GALVANIZED.14. BORED HOLES IN STUDS SHALL NOT HAVE A DIAMETER GREATER THAN 40% OF THE STUD DEPTH. BORED HOLES IN STUDS SHALL NOT BE LOCATED AT A CUT OR NOTCH. EDGES OF BORED HOLES SHALL NOT BE WITHIN 5/8”OF STUD EDGE. BORED HOLES ARE NOT PERMITTED IN WOOD POSTS.15. HOLES IN BEAMS ARE NOT PERMITTED UNLESS APPROVED IN WRITING BY ENGINEER.16. FRAMING LUMBER SHALL BE OF GOOD QUALITY, SURFACED FOUR SIDES, AND MOISTURE CONTENT SHALL BE LESS THAN 19%.17. INTERIOR LOAD BEARING WALLS SHALL HAVE BLOCKING AT 4’-0”O.C. MAX.18. WOOD JOISTS SHALL HAVE MINIMUM END BEARING OF 1 ½”AND MINIMUP LAP WITH OPPOSING JOIST OF 4”WHERE APPLICABLE.19. WOOD BEAMS AND GIRDERS SHALL HAVE MINIMUM END BEARING LENGTH OF 3 ½”.20. BRIDGING SHALL BE PROVIDED IN JOISTS AT 8’-0”O.C. MAX. BRIDGING SHALL BE FULL DEPTH SOLID BLOCKING.21. ALL NAILS SHALL BE COMMON. EXPOSED NAILS SHALL BE GALVANIZED. USE ANNULAR-RING COMMON GALVANIZED NAILS IN SHEATHING (GALVANIZED PER ASTM A153).22. NAILING SHALL BE IN ACCORDANCE WITH THE NAILING SCHEDULE. FOR ANY SITUATIONS NOT COVERED, FOLLOW NAILING PER IBC REQUIREMENTS.23. NAILS SHALL PENETRATE THE MAIN MEMBER A MINIMUM OF 6 TIMES THE NAIL DIAMETER. MINIMUM END DISTANCE AND SPACING SHALL BE 15 TIMES THE NAIL DIAMETER AND MINIMUM EDGE DISTANCE SHALL BE 2.5 TIMES THE NAIL DIAMETER.24. ALL FASTENERS USED IN PRESSURE TREATED WOOD SHALL BE COATED, TREATED, AND APPROVED FOR USE IN PRESSURE TREATED WOOD.25. ALL FASTENERS USED IN FIRE RETARDENT TREATED WOOD SHALL BE COATED AND APPROVED FOR USE BY THE MANUFACTURE.26. HEEL CUTS ON BEAMS MUST NOT OVERHANG INSIDE FACE OF SUPPORT.27. BUILT UP MEMBERS SHALL BE FASTENED TOGETHER PER NDS AND IBC REQUIREMENTS UNLESS NOTED OTHERWISE.ENGINEERED WOOD FRAMING1. STRUCTURAL GLUED LAMINATED TIMBER, PREFABRICATED WOOD I-JOISTS, AND STRUCTURAL COMPOSITE LUMBER SHALL BE FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.2. ENGINEERED WOOD SHALL BE FABRICATED WITHOUT CAMBER UNLESS NOTED OTHERWISE.3. PROTECT ENGINEERED WOOD FROM WEATHER WHILE IN STORAGE AND EXERCISE CARE TO PREVENT DAMAGE PRIOR TO FINAL CONSTRUCTION.4. ALL GLULAM LUMBER SHALL BE 24F-1.8E STRESS CLASS. SINGLE SPAN MEMBERS SHALL BE 24F-V4 AND CANTILEVER OR CONTINUOUS MEMBERS SHALL BE 24F-V8 UNLESS NOTED OTHERWISE.5. ALL LVL LUMBER SHALL BE WEYERHAEUSER MICROLLAM LVL OR ENGINEER APPROVED EQUAL.A. LVL BEAMS ARE NOTED ON PLAN X-YY" LVLB. "X" DENOTES NUMBER OF PLIES OF 1 3/4"xYY" DEEP 2.0 E LVLsC. E.G. 4-18" LVL DENOTES (4) PLIES OF 1 3/4"x18" DEEP 2.0E LVLsD. SEE MULTI-PLY BEAM FASTENING DETAIL FOR FASTENING MULTI-PLY BEAMS6. ALL PSL LUMBER SHALL BE WEYERHAEUSER PARALLAM PSL 1.8E OR ENGINEER APPROVED EQUAL.A. PSL DIMENSIONS SHOWN ON PLAN ARE "NOMINAL," ACTUAL DIMENSIONS ARE AS FOLLOWS:a. 4" NOMINAL = 3 1/2" ACTUALb. 6" NOMINAL = 5 1/4" ACTUALc. 8" NOMINAL = 7" ACTUALd. E.G. 6x6 PSL DENOTES 5 1/4"x5 1/4" PSLwww.ccjse.comScaleProject numberDateDrawn byChecked byStructural Engineer:Cole C. Janisch Structural Engineering1731 Wilking WayShakopee, MN 55379(952) 583-3013www.ccjse.comcolej@ccjse.comGeneral Contractor:Fieldstone Family Homes Inc801 Cliff Rd East Suite 135Burnsville, MN 55337www.fieldstonefamilyhomes.comProject Location:18362 Jurel WayLakeville, MN 55044Engineers With AnswersCertification:WHEN IN DOUBT, ASK! QUESTIONS COST LESS THAN RE-WORK!1" = 1'-0"10/28/2021 6:22:04 PM7Structural Notes21152Issue for Construction10/28/2021 CCJ CCJ18362 Jurel WayLakeville, MNNo. Description Date0 Issue for Construction 10/28/202110/28/2021 ________________On all down-gradientperimeters 10/11/21 X KP