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HomeMy WebLinkAboutLA223828 - 4601 171st St W-Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C8:124:126:128:128:124:12 SADDLEAAAABBBBCCCCEEEEDDDD8:128:128:126:1212' RIDGE VENT4:1212' RIDGE VENT 12' RIDGE VENT12' RIDGE VENT 6'-0"ROOF PLAN1/8"=1'-0"AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM4" TRIM 4" TRIM 6" TRIM6" TRIM1-1/2"1"HARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIM1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIM1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725470-B-3.1JORDANREVISED: 7-30-2018-AWSPEC HOMECUST:F128STEEL PANEL OVERHEAD DOORFFD1'-0"1'-4"10 1/8" HEEL1'-4"D1286:12 PITCH4:12 SADDLE4:12 PITCH4:12 PITCHD2020 FX2020 FX1'-4"10 1/8"HEEL 1286 1/4"6-1/4" FROM TOP OF THRESHOLDTO TOP OF JOIST1'-4"10 1/8"HEEL1'-4"10 1/8"HEEL8" TRIM2"5'-0"RAIN DIVERTERICE & WATERALUMINUM FLASHINGBEHIND STOOPEREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENHHPC#842: 1-1-2021-LL1'-4"2'-0"3'-2" WOODGRAIN PANEL5/4" x 5" - WOODGRAIN5/4" x 10" - WOODGRAINWOODGRAIN PANEL4/4" x 3" - WOODGRAIN(FRONT & REAR)6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM11 1/4" AT TOP 11 1/4" AT TOP1'-4"11 1/4"3'-5"1/2" OSBOVER 2xTREATED FRAMEBEAM1/2" OSBOVER 2xTREATED FRAMEWOODGRAINPANELWOODGRAIN5/4" x 10"FLASHINGSTONE CAPSTONE CAPTAPERED COLUMN WITHSTONE PIER1/4"=1'-0"1/4"=1'-0"2"=1'-0"2"=1'-0"(SIDES)16" AT BASE16" AT BASE30°PC#1038,1039: 9-19-2022-RKPC#1040,1041,1042: 9-19-2022-RKXXXXXADDRESS NUMBER5470 B-FRONTTOTAL FRONT FASCADE: 796 SQ FTSTONE: 112 SQ FT- 13.3%1xGRADE = 938.6GRADE = 939.27GRADE = 939.27GRADE = 938.6LEFT ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"MAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTHREAR ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1x CEDARAFA1'-0"1'-4"A1'-0"ASPHALT SHINGLESFLASH OVER ALL EXT OPGS8:12 PITCHFA8:12 PITCH8:12 PITCH1'-0"1'-4"1'-4"7 7/16"1268:12 PITCH10 1/8" HEEL 6:12 PITCH12840% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2RETAINING WALLBEYONDTOP = 936.2BOTTOM = 934.47RETAINING WALL:GRADE = 939.27GRADE = 938.6GRADE = 938.6GRADE = 939.27GRADE = 934.47GRADE = 934.47TOP = 936.2BOTTOM = 934.47RETAINING WALL:PERMIT/CONSTRUCT PLANS4701 171ST STREET W.LOT 10 BLOCK 9 - BROOKSHIREPERMIT/CONSTRUCT: 5-3-24-RKSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode05/17/2024jnuetzman MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 7'-7"5'-4"5'-6 1/2"UP16R7'-4"A/C12'-11"11'-6" 49'-0" 7'-0" 24'-0" 18'-0" 25'-0"50'-0"19'-0"19'-6"11'-6"1'-7 1/2"1'-7 1/2"1'-4 1/4"1'-10 3/4"35'-0"12'-6"10'-0"4'-0"49'-0" 3'-6" 10'-0" 5'-0"18'-0"12'-0"10'-0"5'-9"16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.16'-3"8'-3" M.O.8'-3"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK , 3'-6" HIGHMIN. 3'-6" BELOW GRADEMIN. 3'-6" BELOW GRADE6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH16"x8" FTG.POURED CONC. WALLTYP. WINDOW HEAD HEIGHT AT 7'-0" U.N.O.NOTE:8'-4" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRBASEMENT PLAN1/4"=1'-0"FUTURE BEDRM226 SQ. FT.FUTUREW.I.C.FUTUREFAMILY RM791 SQ. FT.UNFINISHEDSTORAGE / MECH.R/I3/4B52 SQ. FT.TPH36"48"x10" CONC. FTG.6" CURB, 2" LEDGEPOURED CONC. WALL8" THICK, 8'-4" HIGH2'-0"19'-6"11'-0"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH2-82-62-4HDR2-4DROPPED BEAMCONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x12ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL2x6 BRNG WALL2x6 BRNG WALLUNEXCAVATEDSUMP16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C2.0X6'-0"ACHVWHF.D.BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEM4'-0" MAX FBFULL/LO BSMTBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEMMAX 4'-0"BRACINGFOUNDATIONSYSTEMMAX.BRACING ATFOUND.COCKSILL2'-0"17'-6 1/2"5'-9"POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH4'-11 1/2"DROPPED BEAM30x30x12CONC. PAD FTG.B.P.DROPPED BEAM (cont)NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS36x36x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE42x42x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE34x48 FBGLSHOWERSURROUND4'-0" 4'-6" 24" TOWEL BAR1302 SQ. FT.NOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM30x30x12CONC. PAD FTG.RADONVENT PIPEWINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.3222'-6 1/2"2'-10 1/2"1'-11"FOUNDATION INSULATIONFRONT FOUNDATION WALL:-17 SQ FT/64 LIN FT= 1.28 RATIOR-10REAR FOUNDATION WALL:-25 SQ FT/50 LIN FT= 0.5 RATIORIGHT SIDE FOUND. WALL:-80 SQ FT/25 LIN FT= 3.20 RATIOLEFT SIDE FOUND. WALL:- 64 SQ FT/35 LIN FT= 1.82 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTS6'-8"1'-0"6'-11"16'-4"14'-2"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH5036 SLIDER5036 SLIDER5036 SLIDER50'-0"12'-7"COCKSILLCONC. PAD FTG.30x30x1216"x8" CONC. FTG.6" CURB, 2" LEDGEPOURED CONC. WALL8" THICK, 8'-4" HIGH4'-6 1/2"11'-6"11'-6"34X34X14 CONC. PAD FTG.CONC CURB OVERPOST BASE ONMANUF COLUMN W/1'-8"1'-8"9"16"x8" CONC. FTG.6" CURB, 2" LEDGEPOURED CONC. WALL8" THICK, 8'-4" HIGHFILL14"x8" CONC. FTG.MIN. 3'-6" BELOW GRADEPOURED CONC. WALL6" THICK1'-0"5'-0"TOP = 936.2BOTTOM = 934.47RETAINING WALL:934.7936.2938.6939.27934.7938.6939.27DROPPED 8"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK , 4'-2" HIGHMIN. 3'-6" BELOW GRADE938.68" STEP IN TOPOF FOUNDATION8" STEP IN TOPOF FOUNDATIONWSGROUNDING RODTHRU FOOTINGPERMIT/CONSTRUCT PLANS4701 171ST STREET W.LOT 10 BLOCK 9 - BROOKSHIREPLAN OPTIONSLOOKOUT BASEMENTGARAGE FLOOR DROPPED 8"CONC. FRONT PORCHRETAINING WALLWATER SOFTENERJORDAN-5470-B-3.1PC#1126,1157: 2-20-24-LLPC#1159: 1-11-24-LLPERMIT/CONSTRUCT: 5-3-24-RK WALL SECTION 2F1 RETAINING WALL TYPESTAIRWAY FOUNDATION WALL(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.8" MIN. C.I.P.CONCRETE WALLVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"2"3"8'-4" MAX.SLAB-ON-GRADE WOOD WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.FRAME WALL ABOVESLAB-ON-GRADE &INSULATION BY OTHERS6" MIN. C.I.P. CONCRETESTEM WALLUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.3.5(2)7-1/4 LSL(3)11-7/8 LVL(3)11-7/8 LVL 35'-0"12'-6"36'-6"5'-0"18'-0" 49'-0" 6'-4"7'-0" 24'-0" 11'-8" 25'-0"50'-0"19'-0"19'-6"11'-6"19'-6"13'-2"6'-4"6'-6"6'-8"9'-9"9'-9"5'-5 3/4"6'-0 1/4"10'-8"2'-6"3'-6"1'-11"18'-6"18'-0"5'-2"8'-4"6'-0"19'-6"11'-0"2'-0" 12'-0"10'-0" 4'-8" 5'-4"4'-8"49'-0"4'-6"3'-10"1'-7 3/4"3'-10 3/4"4'-8 1/2"2-42-816x7 OVERHEAD DOOR8x7 OVERHEAD DOORFLOOR LINE ABOVE DROPPED BEAM12'-0 1/2"6'-3 1/2"8"2'-11"3'-5"6"6" 18'-0"4'-6"5'-9"4'-0"4'-0"14'-2"2-03-02W 3060 SH3040 SH3050 SH3050 SH3050 SH2W 3050 SHFAMILYROOMCPT.GARAGESLOPE TO DOORS4" CONC FLOOR715 SQ. FT.TYPICAL 2x6 GARAGE WALLSMUDROOMHD-FLRFOYERHD-FLRPANTRYHD-FLR2-812" DROPPED SOFFIT 12" DROPPED SOFFIT14" MFD I-JOISTSINSTALL PER MFRS SPECSCANT.BEAMDROPPED BEAM8"16" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAMDN16R2x6 BRNG WALL2x6 BRNG WALL2x6 BRNG WALLFLUSH BEAMDROPPED BEAM7'-4 3/4"1ST FLOOR PLAN1/4"=1'-0"1423 SQ. FT.NOTE:9'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 7'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C3.0XON ALL WALLS & CEILINGGYP. BOARDNOTE: 22x30 ATTIC ACCESS 10" FROM HOUSEDROP PLATES6'-4" 3-4 x 8-0 OPG. 2'-6 1/2"CPT.HD-FLR3'-6"114 SQ. FT.8'-7"50'-0"1 1/2"CPT.UP15RUP 1R2X8 WALL10'-2"7'-10"DROPPED BEAM5'-4"2x6 BRNG WALL3'-9 1/2"DROPPED BEAM10" FROM HOUSEDROP PLATES2'-0"DINETTEHD-FLR2-4HDR10'-0"4'-0"SUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWRGH.OPG. OF WINDOW 6"TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE14" MFD I-JOISTS INSTALL PER MFRS SPECS 14" MFD I-JOISTS INSTALL PER MFRS SPECS RADONVENT PIPEMFD TRUSSES AT 24" O.C.TPH 24" TOWEL BAR9'-8"3'-10"2-4BEDRM #6CPT.BATH #4HD-FLR36"2-64-07'-2"4'-6"3'-1"34x48 FBGLSHOWERSURROUND11'-0"6'-11"4'-1"2'-6"STD 6068 SGD0.3136 1/4" X 48"0.31WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138.25" X 83.25"FOYER0.2312W 3060 SHFLEX ROOM1BEDROOM #62W 3050 SH1FAMILY ROOM3050 SH1KITCHEN3040 SH30.3172 1/8" X 72"0.310.3172 1/8" X 60"0.310.3136 1/4" X 60"0.316'-3"6'-3" 3W 2020FX FLEX ROOM10.310.303W 2020 FX72" X 24"0.3172 1/8" X 80"0.326068 SGDDINETTE1FLEX RMHD-FLRADDITIONAL NOTESINTERIOR SWING DOORS: RGH OPG HGT IS 83", THE WIDTH IS THE SIZE OF THE DOOR PLUS 2"INTERIOR BI-FOLD DOORS: RGH OPG HGT IS 82", THE WIDTH IS THE SIZE OF THE DOOR PLUS 1-1/2"2x8 WALL WOOD HOOD ELEV3/8"=1'-0"9'-1 1/8" 42" 6'-0"GOURMET KITCHENTOP OF CABINET TO BOTTOM OF WD HOOD TO PLYWD CLEAT5-1/4" x7" PSL COLUMN(4) 2X8 COLUMNCONC. PORCHCONC. STEPSNOTE: FLASH BEHIND CONC STOOPINSTALL SIDING UP TO STOOP ANDCONC STEPS, NOT THRU THE STEPSREF.END PANEL KIT.HD-FLRDW24x60BASE7'-0"8'-0 1/2"3'-5" TOP35" A.F.F.2x4 WALLS FRAMED4'-4" 5'-0" CABTS. 5'-4" TOP 5'-10" 5'-1" WALL VENT HOODTO OUTSIDE OVENRECYCLINGCENTERLAZYSUSAN20 AMP.MICRO HOODCIRCUITCOOKTOP3'-1 1/2"3'-1 1/2"7'-0"5 1/2" INSIDE FRAMINGINSIDE FRAMING OUTSIDE FRAMING 2'-0"FRAME SOFFIT AT 7'-6 1/8" FROM TOP SBFLR TO BTM FRAMING GAS FPRGH OPG42"x40 1/8"WOOD RAILINGDROPPED 8"STEPSAND 1/2 WALLWOOD STEPSNOTE: 1/2 WALL BOTH SIDES, ROCKON WALLS, NO FIRETAPE,CEDAR DECK BOARD AS CAP.HANDRAIL BY TRIMMERSHANDRAIL SUPPLIED BYMILLWORK VENDOR.TILE BACKSPLASH1/2 OFFSETTILE BACKSPLASH 1/2 OFFSET IRRIGATIONSYSTEMPERMIT/CONSTRUCT PLANS4701 171ST STREET W.LOT 10 BLOCK 9 - BROOKSHIREPLAN OPTIONSCONC. FRONT PORCHKITCHEN TILE BACKSPLASH - 1/2 OFFSETGOURMET KITCHEN LAYOUTIRRIGATION SYSTEMSTAIR RAILINGGAS FIREPLACEJORDAN-5470-B-3.1PC#1126,1157: 2-20-24-LLPC#1159: 1-11-24-LLPERMIT/CONSTRUCT: 5-3-24-RKBWPsAbove-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).3.555PFHPFH6This braced wall panel may beeliminated if braced wall panel atstair is increased to 8'-0" asshown dashed.53.53663-1/2x9-1/2 LSL3-1/2x7-1/4 LSL(3) 2x10(2) 14" LSL3-1/2x9-1/2 LSL3-1/2x7-1/4 LSL(2) 11-7/8" LSL(2) 24" LVL(2) 2x103-1/2x7-1/4 LSL (1) 14" LSL (1) 14" LSL FAN 11'-6"7'-0"5'-0"11'-6" 6'-4"11'-2" 35'-0"6'-0"41'-0"50'-0"13'-6"15'-2"50'-0"13'-6"5'-6"8'-2"10'-9 1/2"19'-0"12'-0 1/2"18'-11 1/2"25'-0"16'-0" 41'-0" 3'-0"13'-0" 2'-6" 5'-6"4'-6"8'-6 1/2"3'-4 1/4"5'-9 1/2"5'-6"8'-0"6'-6"7'-0"2'-7"2'-11"6'-0 1/4"6'-0 1/4"7'-0"6'-6"7'-8"7'-6"2ND FLOOR PLAN1/4"=1'-0"1580 SQ. FT.LIVING AREANOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. SECOND FLOOR WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR2-62-611'-6 3/4"3'-4"2'-2"LINEN2W 3050 SH2W 3050 SH3050 SH2W 3050 SH2'-3"8'-11"DN16R2-62-02-6BEDRM #2CPT.BEDRM #3CPT.BEDRM #4CPT.W.I.C.CPT.W/ WOOD CAP42" HIGH HALF WALLThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C4.0X3040 SHTEMP GLLOFTCPT.3050 SH36'-6"10'-0"3'-8 3/4" 24" TOWEL BAR 72"14'-2"7'-2"7'-1"7'-1"2-48'-4 1/4"2W 3050 SH2-42-4BEDRM #1CPT.W.I.C.CPT.BATH #1HD-FLR2-8WASHDRYLAUNDRY CABTS.135°135°2-47'-6"4'-0"3'-6"2-4W.I.C.CPT.W.I.C.CPT.W.I.C.CPT.2-4INSIDE FRAMING 2-42x6 WALL2-47'-6"3'-8"3'-6"2x6 WALLTPH 18'-0" GIRDER TRUSS MFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.TEMP5-0 FBGLTUB/SHWR22x30 ATTIC ACCESSRADONVENT PIPE42x60FBGL TUBPROVIDEACCESS6" SPLASHCENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR BATH W/1/2"=1'-0"SHOWER BASEFIBERGLASS BASE18"DETAIL 'A'FIBERGLASSCL16" @ 34" SHWR4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE SEATS 10-3/4"34" or 36"VALVE17-3/16" @ 36" SHWRVERIFY W/ UNITWINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#2W 3050 SH1W.I.C.1BEDRM #4GAME ROOM12W 3050 SH2W 3050 SHBEDROOM #113040 SHBATH #112W 3050 SH1BEDRM #31BEDRM #23050 SH3050 SH0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.3124" TOWEL BARLINEN18"BATH #2HD-FLRTPH 60"2-4LAUNDHD-FLR6'-6"7'-0"NOTES:AMIXER VALVE IS ALWAYSCENTERED BELOW SHOWER HEADTHIS DETAIL REFLECTS MODEL #'s,HEIGHTS & LOCATIONS ONLY, ANDDOES REFLECT QUANTITIES PURCHASEDREFER TO DEC SELECTIONS FORSTD & OPTIONAL INCLUDED FEATURESHEIGHT OF SHOWER SHELVES TO BEDEPENDENT ON TILE SELECTIONSB3'-8"34x60 FBGL SHWRSURROUNDPERMIT/CONSTRUCT PLANS4701 171ST STREET W.LOT 10 BLOCK 9 - BROOKSHIREPLAN OPTIONSLAUNDRY ROOM CABINETS-JORDAN-5470-B-3.1PC#1126,1157: 2-20-24-LLPC#1159: 1-11-24-LLPERMIT/CONSTRUCT: 5-3-24-RKFANFANFAN6633555-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.Temper ifwithin 60"of tub floor These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C5.0XELECTRICAL PLANSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLESDSGFI15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEUNFINISHED BASEMENTWPSUMPA/C1/4"=1'-0"FUTURE BEDRMFUTUREW.I.C.FUTUREFAMILY RMUNFINISHEDSTORAGE / MECH.R/I3/4BUNEXCAVATEDACHVWHF.D.SMART HOMESYSTEM RECEPTACLELOW VOLTAGESYSTEM RECEPTACLEWATER SOFTRECEPTACLEFILLDROPPED 8"WSPLAN OPTIONSLOOKOUT BASEMENTGARAGE FLOOR DROPPED 8"CONC. FRONT PORCHRETAINING WALLWATER SOFTENERPERMIT/CONSTRUCT PLANS4701 171ST STREET W.LOT 10 BLOCK 9 - BROOKSHIREJORDAN-5470-B-3.1PC#1126,1157: 2-20-24-LLPC#1159: 1-11-24-LLPERMIT/CONSTRUCT: 5-3-24-RK ELECTRICAL PLAN1/4"=1'-0"1ST FLOORGARAGEMUDROOMFOYERPANTRYCONC. PORCHThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C6.0XELECTRICAL PLAN1/4"=1'-0"BEDRM #22ND FLOORBEDRM #3BEDRM #4W.I.C.W.I.C.W.I.C.W.I.C.W.I.C.BATH #2LSWPSS S SSSSWPGFITSSSSPRINKLERSYSTEMRECEPTACLESDINETTECL4'-0"4'-7 1/2" SS S SDSSSS S S GFIGFI SSS S GFIS SSSD/CMDSDSDSD/CMDS S SDS FANSDSSGFI BEDRM #6BATH #4FANLSSSFANBATH #1LSFANLLSD/CMDCHIMESHCPS SS LLLLLLLLOFTLLLLLLLLLLLLLLLLLLLCDROUGH-INBLANK PLATELSFAMILYROOMLLLLGFIFLEX RMLLBEDRM #1ROUGH-INCEILING FANLKIT.S DISP.SSLLLLREF.OVENVENT HOODTO OUTSIDEUSBSS LPEND.PEND.7'-6 1/2"3'-0"7'-7 1/2"APPLIANCES TO BEON A GFCI OUTLETNOTE: ALL KITCHENRGH-IN INSIDECABINET ONLYSCTECHTUBESDROPPED 8"PERMIT/CONSTRUCT PLANS4701 171ST STREET W.LOT 10 BLOCK 9 - BROOKSHIREPLAN OPTIONSCONC. FRONT PORCHKITCHEN TILE BACKSPLASH - 1/2 OFFSETGOURMET KITCHEN LAYOUTPLAN OPTIONSIRRIGATION SYSTEMSTAIR RAILINGGAS FIREPLACELAUNDRY ROOM CABINETS-IRRIGATIONSYSTEMCDCDJORDAN-5470-B-3.1PC#1126,1157: 2-20-24-LLPC#1159: 1-11-24-LLPERMIT/CONSTRUCT: 5-3-24-RK 7.0XThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 3/4" 8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORSLOPE TO DOORSW.I.C.GARAGE24'-0"1/4"=1'-0"CROSS SECTION A-A25'-0"MUDROOM4" CONC. FLOORBEDRM #1BEDROOM #6DROP PLATES 10"AT 2-CAR PORTION OF GARAGE10"8'-4 7/16"20'-0"4127'-6 7/16"14" MFD I-JOISTS18" MFD FLOOR TRUSSESMFD TRUSS1'-4"1267 7/16"1'-4"1267 7/16"1/4"=1'-0"CROSS SECTION C-C9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 3/4" 8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORDININGPANTRYKITCHENW.I.C.BATH #2BEDRM #3BEDRM #29'-1 1/8" 10'-3 7/8"CONC WALL9'-8 3/4" 8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR14" MFD I-JOISTSSLOPE TO DOORSW.I.C.GARAGE22'-0"23'-0"1/4"=1'-0"CROSS SECTION B-B5'-0"BEDRM #44" CONC. FLOORLOFTROOMFAMILY18'-0"35'-0"1/4"=1'-0"LONGITUDINAL SECTION D-D9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 3/4" 8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POURED3 1/2" CONC. FLOORKITCHENBATH #1MUDROOMW.I.C.BATH #2W.I.C.HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM4) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATAFLAT FRAME FORLIGHTING FIXTURE1'-0"18" MFD FLOOR TRUSSES14" MFD I-JOISTS18" MFD FLOOR TRUSSES1'-4"1244 3/4"18'-0"4'-0"18" MFD FLOOR TRUSSES14" MFD I-JOISTSDROPPED BEAM6'-8" MIN HEADROOM 41'-0"1'-4"10 1/8" HEEL GIRDER TRUSS8126'-8" MIN HEADROOM 14" DROPPED BEAMRIM BOARD10'-7 3/8"RIPPEDUNDERSIDEFRAME UP TOOF STAIRS1'-6"CONC. STOOP16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-4"41'-4"4 3/4"DROPPED BEAM5'-4"6'-0"5 1/2"128"DROPPED 8"DROPPED 8"PERMIT/CONSTRUCT PLANS4701 171ST STREET W.LOT 10 BLOCK 9 - BROOKSHIREJORDAN-5470-B-3.1PC#1126,1157: 2-20-24-LLPC#1159: 1-11-24-LLPERMIT/CONSTRUCT: 5-3-24-RK These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C8.0XJORDAN-5470-B-3.1PC#1126,1157: 2-20-24-LLPC#1159: 1-11-24-LLPERMIT/CONSTRUCT: 5-3-24-RKGARAGE SLAB LEDGE DETAIL1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANTEXTEND POLY VAPOR1-1/2" THERMAX2-1/4"X12" DUCTINSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL1/2"=1'-0"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.2-PLY 24" VERSALAM BEAM10"14" MFD I-JOISTS2'-0"1'-2"(BOISE-EWP)TYPICAL WALL SECTION1/2"=1'-0"9'-1 1/8"TRUSSES PER PLAN3/4" SUBFLOORVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD TRUSSESA I R CHU T E S APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGSNOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHING4 MIL. POLY VAPOR / AIR BARRIERALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806EXT. SPRAY-ON WATERPROOFINGTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINUOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ SILL SEALERMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEENAPPROVED GAS-PERMEABLE LAYERPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100POURED CONC. WALL8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED AT8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.JOISTS PER PLAN3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN. HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)W/ VAPOR BARR.5/8" GYP. BD.APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGS4 MIL. POLY VAPOR / AIR BARRIERW/ APPROVED SEALANTGYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANT1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTED1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEFINISHED GRADEWILL VARYJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAM2x6 EXTERIOR WALL(SEE HANSON ENGINEERING)R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.171/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.172x6 EXTERIOR WALL3.5" MIN. POLYURETHANE FOAMAT PERIMETER R=203.5" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF AT1/2" SAG-RESISTANTRUNNING THRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)VENT PIPER-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECSALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTERALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOMOF FOUNDATION WALL16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE(IF REQUIRED PER FOUNDATIONEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOPCALCULATIONS, R402.2.8.A)R-5 RIGID INSULATION(AT SIDE LOOKOUT FOUNDATION ONLY,NOT AT REAR LOOKOUT WALLS)R-5 RIGID INSULATION-ON INSIDETAPE & SEAL AT TOPFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)W/ R-10 DRAINAGE BOARDROLL-ON WATERPROOFINGWALL EDGE, ACROSS THE TOP, ANDEXTEND FROM TOP INTERIOR6" DOWN THE EXTERIOR WALL FACE9'-1 1/8"10'-3 7/8"9'-8 3/4"8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR18" MFD FLOOR TRUSSES14" MFD I-JOISTSGARAGE4" CONC. FLOOR1/4"=1'-0"LONGITUDINAL SECTION E-E30'-6"BEDRM #31'-4"81211'-6 1/2"18'-11 1/2"19'-6"FOYERDININGBEDRM #4DROP PLATES 10"AT 2-CAR PORTION OF GARAGE10" 10 1/8" HEEL W.I.C.81210'-7 3/8"1'-4"10 1/8"HEEL 8121'-4"10 1/8"HEELDROPPED BEAM SEEBOISE/LYMAN PLANS FOR SIZELIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLE14" TO TOP OF STONE VENEER 1"=1'-0"WALL DETAILLOOKOUT FINISH2x6 TREATEDSILL PLATE1x6SILL PLATE2x4 INTERIORWALL2x_ TREATEDBLOCKING1/2" GYP. BD.1/2" GYP BD LEDGE6-1/2" CAP BOARDSHOE PERIMETERWINDOW FRAMEEXTERIOR SHEATHINGR-10 EXTERIORINSULATIONR-5 INTERIORINSULATION (IFREQ'D PER CODE)1/2"=1'-0"FLOOR DETAILR-30 BLOWN-IN3/4" SUBFLOOR6" ROUND DUCTWORKMANUFACTURED I-JOISTSR-8 INSULATION WRAPGYP. BD.SPRAY FOAM INSUL.AROUND DUCTWORKCLOSED CELL1" CLOSED CELLSPRAY FOAMINSULATIONDROPPED 8"PERMIT/CONSTRUCT PLANS4701 171ST STREET W.LOT 10 BLOCK 9 - BROOKSHIRE FOUNDATION DETAILAT FOOTING STEP LOCATIONS1FG1DescriptionDateRevisionProject Number:Date:FG11Sheets: of2Print Name:Signed: License Number:Nick Hanson46665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.January 1, 20244.0011-1-242024 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2FG1WALL SECTIONLOOKOUT WALL CONDITION3FG1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4FG1WALL SECTIONFULL HEIGHT WALL CONDITION5FG1REBAR TABLE6FG1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2024©DRAWING USE GUIDELINES AND LIMITATIONSTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET 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 THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.LIMITATIONS1.BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOPOF 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 SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.4.STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL 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 STRUCTURALENGINEERING DOCUMENTS.COLD WEATHER GUIDELINES:1.THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2.DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3.DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT 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 WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.MATERIALSCONCRETE WALLS:F'c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS:F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA 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 60TREATED SILL PLATE:SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING PRESSURE1,500 PSF MINIMUMGENERAL NOTES1.DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVESTRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLYSUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESSADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERALCONTRACTOR.2.STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.3.112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS.4.STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIPFOOTING 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 FEETUNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.7.BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, ANDINSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTEDOTHERWISE.8.ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALLTHICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS.9.REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BARDIAMETERS 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 COVERIS 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 MINORFORM 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 SECTIONSARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALLCORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS INLENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELSMAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHTFOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOADTRANSFER 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 WITHTHE 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 ANDDIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICALREINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDINGIS 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 SOILPRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THERESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGNFOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW ANDCONSENT OF THE HANSON GROUP.EQUIVALENT REBAR TABLEFOR BUNDLED HORIZONTAL BARS(2)#4 = (1)#6(3)#4 = (2)#5(3)#5 = (2)#6GRADE 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 5/FG1)BACKFILL HEIGHT(SEE 5/FG1)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"NONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONE* = 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)(2) #4 HORIZONTAL BARSBOTH TOP & BOTTOMEXTENDED AT LEAST 24"BEYOND EACH END OF STEPSTABLE BANKHIGH FOOTING MAY BEEXTENDED PROVIDEDBARS ARE PLACED ASSHOWNHORIZ. BARSTOP & BOTTOM6" MIN THICK CONCRETEFOUNDATION, SEE OTHERDETAILS FOR MORE INFOOPTIONAL CONTROL JOINTAT EACH END OF STEP72" MAX SPANEQ.EQ.24" MINDETAIL B3" MIN TYPCONCRETE STRIPFOOTING11BDETAIL A36" MINSTEP2 x STEPSTEP NOTE:DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEPLOCATIONS SHOWNREAR FROST WALLLOOKOUTWALLFULL HEIGHTWALLGARAGE FROSTWALLELEVATIONSHOWN FORREPRESENTATIONPURPOSES ONLY-MAY NOT APPLYELEVATIONSTEP SPACING REQUIREMENTSATYP.6"MIN.WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAYFROM FOUNDATIONOPTIONAL STEM WALLMINIMUM THICKNESS TOMATCH SILL PLATESILL PLATE TO MATCHFRAME WALL ABOVE16" MAX FOR 4" THICK STEM24" MAX. FOR 6" THICK STEMSLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL6" MIN. C.I.P. CONCRETEFOUNDATION WALLUNREINFORCED CONCRETESTRIP FOOTING SEE 5/FG1#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDE6"MIN.3'-0" MAX GRADE HEIGHT ABOVE 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 ORDRILLED AND EPOXY GROUTED6" MIN. THICK C.I.P.CONCRETEFOUNDATION WALLSLOPE GRADE AWAYFROM FOUNDATION12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS(1) #4 x CONTHORIZONTAL BARAT TOP OF WALLFRAMING & SILLPLATE BY OTHERSSLAB-ON-GRADEBY OTHERSUNREINFORCED CONCRETESTRIP FOOTING SEE 5/FG1(18" MIN WIDTH FOR CLAYBACKFILL OR 16" MIN WIDTH IF2'-6" MAX UNBALANCED BACKFILL)SCOPE OF DRAWINGS:THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED ANDCERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESEDRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANTTO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR.THESE DRAWINGS EXPIRE ON DECEMBER 31, 2024.6"MIN. CLEAR HEIGHT BACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETESTRIP FOOTING PER CODEOR BY BUILDING DESIGNER,AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN BELOW8" MIN. C.I.P. CONCRETEFOUNDATION WALL-SEEREBAR TABLE 6/FG1 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON 2/FG2FLOOR TO SILLCONNECTION SEE 1/FG2WOOD FLOORSYSTEM BY OTHERSSLOPE GRADE AWAYFROM FOUNDATION2x6 MIN SILL PLATECLEAR HEIGHT OF 8'-0" OR LESS(2)#4xCONT. HORIZONTAL BARSCLEAR HEIGHT OF 8'-0" OR MORE(3)#4xCONT. HORIZONTAL BARSCONCRETESLAB-ON-GRADEPLACED TIGHT TOFOUNDATION WALL#4x2'-0" DOWELS @ 72" O.C.MAX (5" MIN. EMBED)GENERAL STRIP FOOTING SIZE GUIDESOILONE-STORY STRUCTURETWO-STORY STRUCTURE2000 PSF16" WIDE x 8" THICK20" WIDE x 8" THICK1500 PSF20" WIDE x 8" THICK26" WIDE x 8" THICKTHIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ONMAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHERCONSIDERATION 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.6'-0" MAX WOOD FRAMINGABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAY FROMFOUNDATION AT A GRADUAL 2%SLOPE PER GENERAL NOTE 6SILL PLATE TO MATCHFRAME WALL ABOVE#4 x CONTINUOUS HORIZONTALBARS @ 24" O.C. TYP.OPTIONAL 2" RIGID INSULATION ONINSIDE FACE AND UNDERSLAB-ON-GRADE FOR 24" MIN.UNREINFORCED CONCRETESTRIP FOOTING SEE 5/FG1(DROP FOR FROST ASREQUIRED PER SITE DESIGN)#4x2'-0" DOWELS @ 48" O.C.MAX (5" MIN. EMBED)(1) #4 x CONTINUOUS HORIZONTALBAR AT TOP OF WALLOPTIONAL SLAB LEDGECONCRETE SLAB-ON-GRADE8" MIN. C.I.P. CONCRETEFOUNDATION WALL#4 x 5'-0" HOOKS @ 24" O.C.EMBEDDED IN FOUNDATIONWALL & CAST INTO SLAB(MAY REDUCE 2'-0" LEG LENGTH& DRILL IN & EPOXY 8" MIN.INTO FOUNDATION WALL)3'-0"NO HOOKS @ 3'-0" OR LESS GRANULAR 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 INTHE REDUCTION OF CRACKINGAND BACKFILLING ISSUES PRIORTO TOP OF WALL PINNINGCONTRACTOR IS TO PROVIDETEMPORARY TOP OF WALLBRACING UNTIL GARAGESLAB-ON-GRADE IS IN PLACE(HOOKS INTO GARAGE SLABPROVIDE REQUIRED TOP OFWALL LATERAL SUPPORT)2'-0"8'-0" OR LESS9'-0" MAX.10'-0" MAX.5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comD R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 COPYRIGHT HANSON GROUP LLC 2024©DescriptionDateRevisionJanuary 1, 2024Project Number:Date:4.001FG22Sheets: of2Print Name:Signed: License Number:Nick Hanson1-1-2446665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.CONNECTION INFOTOP OF WALL CONNECTION TOFLOOR SYSTEM1FG2BRICK LEDGE INFO5FG2WALL SECTIONAT WINDOW WELL LOCATIONS6FG2STOOP INFO7FG2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2FG2BLOCKING DETAILFLOOR JOIST CONDITION3FG2BLOCKING DETAILFLOOR TRUSS CONDITION4FG2SITE ADDRESS:City:State:Zip:MNVENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATIONWALL SEE5/FG1WOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS16" HIGH MAX x6" THICK MINSTEM6"MINWOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS6" MIN THICK STEM#4 DOWELS @ 36" O.C.EMBEDDED 24" INTOLOWER WALLFOUNDATIONWALL SEE5/FG1VENEER ORSLAB-ON-GRADEBY OTHERS12"VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 2/FG1 OR 3/FG1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3'-0" MAX VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 4/FG1SLAB-ON-GRADEFRAMING BYOTHERS6" MIN THICKSTEMDETAIL @ HIGH GRADESIM @ NON-BEARINGDETAIL @ LOOKOUTSIM @ FROST WALLDETAIL @ FROST WALLSw/ LOW GRADEDETAIL @ LOW GRADESIM @ NON-BEARING112"CLEARMINMAX#4 DOWELS @36" O.C.EMBEDDED 24"INTO LOWERWALL (CENTERIN STEMWALL)6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 2"Ø OR SQUARE WASHER SEE 2/FG2FOR SPACING (7" EMBED MIN)-METAL STRAP ANCHORS TO BEINSTALLED AT MANUFACTUREREQUIVALENT SPACINGFLOOR SYSTEM, TYPE,SIZE, AND SPACING TO BEDETERMINED BY OTHERSRIM BOARD OR BRACINGMATERIAL BY OTHERS2x6 SILL PLATE MINIMUMFLOOR TO SILL CONNECTION ATEACH MEMBER SEE TABLE BELOWWASHER TO BE COUNTERSUNKFLUSH w/ TOP OF SILL PLATESEE FULL HEIGHT WALL SECTIONON 5/FG1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****BACKFILL TYPECLEAR HEIGHT(SEE 5/FG1)FLOOR MEMBERSPACING16"19.2"A(4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBERSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)24"16"19.2"24"16"19.2"24"AAAAAAABAABBBBBCCCDDDDDDDCCONNECTION 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 ATEACH MEMBERCONNECTION CCONNECTION 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 MEMBER12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS*ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/FG1)BACKFILL HEIGHT(SEE 5/FG1)7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS72"* 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWNSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS72"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 5/FG1)BACKFILL HEIGHT(SEE 5/FG1)7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS48"** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHORSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS60"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/AN/ASLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONNOTE: 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.* 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 ASTRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE.2x8 SILL PLATE TO BE USED w/MAXIMUM OF 112" OVERHANG(MAINTAIN 234" EDGE DISTANCETO BOTH CONCRETE AND INSIDEOF SILL PLATE) - VERTICAL LOADTRANSFER BY SUPPLIERNAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR@ BLOCKING SEE 1/FG22 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 SHOWNOR SHIFT 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 2/FG2 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.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 1/FG22 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAYFROM FOUNDATIONIF 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 2/FG2 FOR SPACING OFBLOCKING SYSTEM SHOWN10'-0" MAX 3'-0" MAX GRADE HEIGHT ABOVE TOP OF SLAB 1'-6" MIN 3'-0" EACH WAY MIN112" TYP SLOPE GRADE AWAYFROM FOUNDATION#4 HORIZONTAL BARS @12" O.C. CENTERED INWALLS LAP AROUNDCORNERS AND HOOKINTO FOUNDATION WALL@ EACH SIDE (REFER TO5/FG1 FOR HORZ. BARREQUIREMENTS w/ 8"C.I.P. WALLS)6" MIN C.I.P.CONCRETE WALL#4 VERTICAL BARS @EACH OUTSIDECORNER OF WELL(1)#4 x2'-0" DOWEL @EACH OUTSIDECORNER OF WELL (5"MIN EMBED)12" WIDE x 8" THICK MINSTRIP FOOTING(1) #4 HORIZONTALBAR AT TOP OF WALL(2) #4 HORIZONTAL BARSTOP & BOTTOM OFLINTEL EXTEND 24" MINPAST OPENING EACHEND (WOOD OR STEELOPTION BY OTHERS)WALL BEYONDPLACE (2) #4 VERTICALBARS FULL HEIGHT ANDONE ANCHOR w/IN 12" OFOPENING EACH END8" MIN C.I.P.CONCRETE WALLSLAB-ON-GRADEUNREINFORCED CONCRETESTRIP FOOTING SEE FULLHEIGHT WALL SECTION 5/FG1LOOKOUTWALLSEE 3/FG1GRANULARMATERIAL(SAND)SLOPEWINDOW WELLLADDER/ESCAPEMEANS BYOTHERS5'-0" EACH WAY MAXFLOOR SYSTEM BY OTHERS(DO NOT PLACE GIRDERS ORBEAMS OVER CONCRETE LINTELDESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL ATTHE DISCRETION OF THE BUILDER FOR ADDITIONALFROST PROTECTION AS REQUIRED PER SITE DESIGN6"MIN.BACKFILL HEIGHT (NOT TO EXCEED 10'-0")SEE 5/FG1 FOR TYPICALFOUNDATION WALL &FOOTING CONSTRUCTIONMAINTAIN MIN. 6" WIDESTEMWALL WITHEXTERIOR LEDGEWOOD FLOORSYSTEM BY OTHERSBACKFILL BELOW EXTERIORSTOOP SLABS WITH COMPACTEDGRANULAR MATERIAL TO FROSTDEPTH (4'-0" MINIMUM)FLASHING &WATERPROOFINGBY OTHERSSTOOP SLAB BY OTHERS* SEE 1/FG2 FOR FLOORTO SILL CONNECTION112" CLEARBUILD UP w/ RIGIDINSULATION BELOW SLABTO MAINTAIN 10'-0" MAX.BACKFILL HEIGHT ASREQ'D OR PROVIDE SITESPECIFIC ENGINEERING(MAY SUBTRACT 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY & CLAY SOILS DUE TO GRANULAR FILL BELOW STOOP SLAB) * MODIFIED CLEAR HEIGHT* SEE REBAR TABLE 6/FG1FOR VERTICAL REBAR* SEE 2/FG2 FOR ANCHOR BOLTS* FOR REBAR TABLE 6/FG1, FLOOR TO SILL CONNECTION TABLE 1/FG2, AND ANCHOR BOLT TABLE 2/FG2USE MODIFIED CLEAR HEIGHT OF 9'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 8'-6" ANDUSE MODIFIED CLEAR HEIGHT OF 10'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 9'-6"(MAY REDUCE BACKFILL HEIGHT BY 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY AND CLAY SOILS)8'-0" OR LESS9'-0" MAX.10'-0" MAX.8'-0" OR LESS9'-0" MAX.10'-0" MAX.8'-0" OR LESS9'-0" MAX.10'-0" MAX.5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comD R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 Customer:Job Name:Plan/Model #:DR Horton5470 Jordan BAddress/Lot:City, State:, MNJob#Subdivision:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 1 of 4 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Justin H.Checked By:Justin H.Release Date:9-28-23Revision Date:12-14-23Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim 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, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 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. For A3.1-A3.3 installation specifications see Rim Board Details and Installation in Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. Plate nail - 16d (0.135" x 312") at 16" on-center* Toe nail - 10d (0.131" x 3") at 6" on-center* When sheathing thickness exceeds 78", trim sheathing tongue at rim board Web Stiffeners required each side at A3._W A3 A3.2A3.1 A3.3 A3W W A3.1 W A3.2 W A3.3 * Floor panel nail - 8d (0.131" x 212") at 6" on-center* 118" TJ® Rim Board, (A3.1/A3.1W only) 114" or 1 12" TimberStrand® LSL. Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: 118" TJ® Rim Board, 114" TimberStrand®LSL or TJI® joist. Web stiffeners required on both sides at B1W and B2W ONLY B1WB1 B2 B2W 116" 2x4 minimum squash blocks Blocking panels may be required with braced/shear walls above or below — see detail B1 TJI® 560 floor joist Top View NAILING AT BEARING (FLOOR) 134" minimum end bearing single-family applications TJI® Joist to Bearing Plate 118" TJ® Rim Board, 114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist: One 10d (0.131" x 3") nail into each flange TJI® 210, 230, and 360 rim joist: One 16d (0.135" x 312") nail into each flange. With depths > 16", use TJI® 360 rim joist. Shear transfer: Connections equivalent to floor panel nailing schedule TJI® 560 rim joist: Toe nail with 10d (0.128" x 3") nails, one each side of TJI® joist flange Rim to TJI® Joist Squash Blocks to TJI® Joist (Load bearing wall above) One 10d (0.128" x 3") nail into each flange 118" TJ® Rim Board or 114" or 1 12" TimberStrand® LSL. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" minimum intermediate bearing 514" may be required for maximum capacity Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116" Blocking panel: 118" TJ® Rim Board, 114"or 112" TimberStrand® LSL, or TJI® joist End of joists at centerline of support B4 Load bearing or braced/shear wall above (must stack over wall below when present) B4W Web stiffeners required on both sides of both joist ends at B4W ONLY Hanger Backer Block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach per the table below. Clinch nails when possible. H2 Backer block both sides of web with single TJI® joist Double TJI® Joist Filler Block: Attach per the table below. Clinch nails when possible. With top mount hangers, backer block required only for downward loads exceeding 250 (395 factored) lbs or for uplift conditions. For filler and backer block sizes see Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. TJI® Depth, D TJI® Flange Width Block Type Nail Size Quantity 912" <D< 20" 20" <D< 24" less than 312" 312" 312"Filler Backer 16d(0.135" x 312") 10d(0.128" x 3") 25 - each side 15 Filler Backer 16d(0.135" x 312") 10d(0.128" x 3") 15 - each side 15 Filler Backer 10d(0.128" x 3") 15 1510d(0.128" x 3") For nailing capacities refer to TB-834 (ASD) and TB-861 (LSD) For triple TJI® joist header conditions refer to Weyerhaeuser Technical Bulletin TB-820 WARNING Joists are unstable until braced laterally. Safety bracing required during installation. rim board closure 1 1/8" iLevel along panel edges and in field Additional connections may be required to transfer lateral loads from wall above. Attach with 8d (2 1/2" box) nails @ 6" o.c. 24/16 span rated sheathing (7/16" min.) iLevel rim board or 2X8 (min)solid sawn nailed to top plate Maximum 1 1/8"x4 1/2" (min.) 8d (2 1/2" box) nails @ 6"o.c. 2x plate -Joist must be sized properly for vertical loading (Block must be full length between joist (Verify with building official if pressure treated plywood is required due to distance from ground) Lateral load transfer due to wind or seismic loads for this detail is 180 PLF (pound per linear foot) meeting conventional construction building practices TJI® Joist and tight to each flange) -See details in iLevel specifiers guide for all other requirements EXTERIOR DECK ATTACHMENT Structural exterior sheathing See fastener table below. Maintain 2" distance (minimum) from edge of ledger to fastener. LA Flashing Treated 2x_ ledger 118" TJ® Rim Board or 114" or 112" TimberStrand®LSL. (1) Corrosion-resistant fasteners required for wet-service applications. (2) Allowable load determined in accordance with ASTM D7672. (3) 118" TJ® Rim Board is allowed with joist depths < 16" only. (4) Maximum 12" shimmed air space. Fastener Allowable Load (lbs/bolt) 480 12" lag bolt 118" TJ® Rim Board Rim Board Material 1 14" TimberStrand® LSL 1 12" TimberStrand® LSL 610 675 695 12" Through bolt 725 725 12" Through bolt with Air Space 615 (2) (3) (4) _ W Web stiffener both sides. See table below. 2x4 Minimum Web Stiffener Size 58" x 2516" 34" x 2516" 78" x 2516" 560 Tight fit* 110 210 230 & 360 End 3 WEB STIFFENER ATTACHMENTGap*: 18" minimum 234" maximum TJI® Joist Series Type 8d (0.113" x 212") 1" (112" for TJI® 560, 560D) * With point load from above, and no support below, install web stiffener tight to top flange (gap at bottom flange) All Depth (in.) 560D All All All 18" 20" 22" 24" 2x4 Nailing Requirements 16d (0.135" x 312") 16d (0.135" x 312") 3 Number Nails Intermediate 4 5 6 6 4 5 11 13 (2) (2) (1) (1) (1) Nailing: See table below. (1) PS1 or PS2 sheathing, face grain vertical (2) Construction grade or better (3) Web stiffeners are always required for 22" and 24" TJI® 560D Joists (3) (3) Floor panel nail - 8d (0.131" x 212") at 6" on-center Toe nail - 10d (0.131" x 3") at 6" on-center Install proper blocking to support all panel edges Sheathing boundry nails, 8d (0.131 x 212") at 4" o.c. For additional installation specifications see Rim Board Details and Installation in Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. A3.4 12" min. 2x_ stud wall at 16" on-center Plate nail, 16d (0.135" x 312") at 12" on-center When sheathing thickness exceeds 78", trim sheathing tongue at rim board A3.4 W Web stiffeners required on both sides at A3.4W ONLY For rim board thicker than 134" - Attach TJI Joist to rim board with one 10d (0.128" x 3") nail. Top nail from TJI joists into rim board. - Connect corner with four 10d (0.128" x 3") nails. Toe nail from side of parallel closure into rim board. 114" or 1 12" TimberStrand®LSL rim board. 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for blocking panels 912" deep or shorter than 12" long. Do not cut flanges. Attach reinforcement to joist flange with 8d (0.131" x 212") nails at 6" on-center. When reinforcing both sides, stagger nails. E3E2 2 '-0 "m a x im u m Face grain horizontal 4'-0" length of 34" reinforcement on one side at E2, both sides at E3 118" TJ® Rim Board or 114" or 112" TimberStrand® LSL. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. 2 '-0 " m a x im u m Not for use with 312" TJI® joist flange widthsE4 Attach reinforcement to joist web with 3 rows 10d (0.148" x 3") nails at 6" on-center, clinched. Use 2 rows with 912" and 1178" TJI® joists. 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for blocking panels 912" deep or shorter than 12" long. Do not cut flanges. 6'-0" length of TJI® joist reinforcement and filler block. Use 4'-0" length with 912" and 1178" TJI® joists. 118" TJ® Rim Board 114" or 112" TimberStrand® LSL. Nail with 10d (0.131" x 3") nails,one each at top and bottom flange. Top mount hanger H1 Face mount hanger Web stiffeners required if sides of hanger do not laterally support at least 38" of TJI® joist top flange Hanger height must be a minimum of 60% of joist depth L6 Multiple pieces can be nailed or bolted together to form a header or beam of the required size, up to a maximum width of 7" Load must be applied evenly across entire beam width. Otherwise, use connections for side-loaded beams. When fasteners are required on both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side. (1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.162" diameter; screws are SDS, SDW, USP WS, or TrussLOK® (2) An additional row of nails is required with depths of 14" or greater. (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below. Piece Width # of Plies Fastener Type Min. Length # Rows O.C. Spacing Location 10d nails 3" 312" 134" 2 3 4 2 12d-16d nails Screws 10d nails 12d-16d nails Screws 10d nails 12d-16d nails Screws Screws 12" bolts (1) (3) (3) 3 14" 338" or 312" 3" 3 14" 338" or 312" 5" 3" 3 14" 5" or 6" 6 34" 5" or 6" 6 34" 8" 3 2 2 3 2 2 3 2 2 2 2 12" 24" 12" 24" 12" 24" 24" 24" One side Both sides One side Both sides One side(per ply) Both sides One side Both sides One side - (2) (2) (2) (2) (2) (2) Fastener Installation Requirements Multiple-Member Connections for Top-Loaded Beams Option #2: 2x_ strapping installed at 13 joist-span locations using two 212" screws per joist, typical Option #1: TJI® joist blocking with end blocks installed at 13 joist-span locations using two 8d (0.113" x 212") nails or 212" screws, typical PB1 Option #3: Directly applied ceiling When specified on the layout, one of the bracing options above is required Apply subfloor adhesive to all contact surfaces 8 ' m a x .1 3 jo is t s p a n DO NOT cut, notch or drill holes in headers or beams except as indicated in illustrations and tables. DO NOT cut or notch flange. DO NOT cut holes in cantilever reinforcement. 112" hole may be cut anywhere in web out- side of hatched zone Min. distance from Table ANo field cut holes in hatched zones Minimum distance from edge of hole to inside face of nearest end support minimum (applies to all holes except knockouts) Table A - End Support 6" 6"1L 12 x D 1D DL 2 x L minimum 2 2 6" 6" 2 ALLOWABLE HOLES - TJI® Joists 1.3E TimberStrand®LSL allowed hole zone dd Microllam®LVL and Parallam® PSL allowed hole zone middle 13 span 1.3E TimberStrand® LSL hole zone Microllam®LVL and Parallam® PSL hole zone 2 x diameter of the largest hole (minimum) d 13 depth 1" 2" 134" Maximum Round Hole Size Header or Beam Depth 438" 714"- 20" 512" See illustration for Allowed Hole Zone Other Trus Joist® Headers and Beams 1.55E TimberStrand®LSL Headers and Beams ALLOWABLE HOLES - Headers and Beams 13 depth 2 x diameter of the largest hole (minimum) 8" See illustration for allowed hole zone 1114"-11 78" 14"-16" 914"-912" 358" 458" 3" No holes in headers or beams in plank orientation. Round holes only General Notes General Notes No holes in headers or beams in plank orientation. Allowed hole zone suitable for headers and beams with uniform loads only. Round holes only No holes in cantilevers. Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads. Maximum Round Hole Size Header or Beam Depth 8" Allowed hole zone Min. distance from Table BDo not cut holes larger than 112" in cantilever 6"Closely grouped round holes are permitted if the group perimeter meets requirements for round or square holes. 10'-0" 11'-6"3'-0"1'-0"1'-0" 1'-6" 9'-0"9'-0"6'-6"4'-6"1'-0" 1'-0"1'-0"360 1'-0" 12'-0" 17" 13" 15'-6" 15'-6" SQUARE OR RECTANGULAR HOLE SIZE Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support 16'-6" 16'-0" 21'-0" 20'-6" 18'-0" 17" 17'-0" For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided that no other holes occur in the joist. Distances are based on the maximum uniform loads from current Trus Joist specifier's guides. For other load conditions or hole configurations use Forte® software or contact your Weyerhaeuser representative. 15"8" 10"6"4"12"17"15"12"10"8"6"4" 16'-0" 15'-6" Holes may be located vertically anywhere within the web. Leave 18" of web (minimum) at top and bottom of hole. Knockouts are located in web at approximately 12" on-center; they do not affect hole placement. 1'-0" 1'-0" 1'-0" 1'-0" Rectangular holes based on measurement of longest side. 18" 20"1'-0"560 560 360 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 2'-0" 3'-0" 3'-0" 6'-0" 6'-0" 12'-0"5'-6" 16'-6" 11'-0" 15'-0" 10'-0" 6'-0" 9'-0" 6'-0" 3'-0" 1'-6" 4'-0" 1'-0" 1'-0" 1'-0" 1'-0" 16'-6" 18'-0" 16'-6" 14'-0"8'-6" 7'-0" 9'-0" 11'-6" 16'-6" 12'-6" 14'-6" 19'-6"17'-6' 19'-0" 20'-0" 19'-6" 10'-0" 17" 11'-0" 13" 10'-6" ROUND HOLE SIZE Table B - Intermediate or Cantilever Support 11'-0" 10'-0" 15'-0" 13'-6" 4'-0" 8'-6"2'-6"230 3'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-0" 1'-0" 1'-0" 4'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 16" 14" 230 560 360 1'-0" 1'-0" 1'-0" 230 560 210 360 1'-0" 1'-0" 1'-0" 1'-0" 1178"1'-0"230 360 110 210 560 2'-0" 1'-0" 1'-6" 360 210 110 3'-0" 1'-0" 1'-0" 9'-6"5'-6"1'-0" 2'-6" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-0" 1'-0" 1'-0" 1'-6" 2'-0" 1'-0" 5'-6" 5'-6" 3'-6" 11'-0" 10'-0" 4'-0" 7'-0" 6'-6" 6'-6" 10'-6" 13'-6" 12'-6" 6'-0" 9'-6" 3'-6" 8'-6" 6'-0" 2'-6" 5'-0" 4'-0" 1'-0" 4'-6" 7'-0" 2'-0" 8'-0" 5'-6" 2'-0" 1'-6" 4'-6" 4'-0" 9'-0" 10'-0" 11'-0" 4'-6" 12'-0" 8'-6" 9'-0" 8'-6" 6" 3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 912" TJI® 210 110 2" 2'-0" 2'-0" 18" 20" 1'-0"360 560 560 360 1'-0" 1'-0" 1'-0" 560 1'-0" 4" 4" 3'-6" 3'-6" 612" 8'-0" 7'-6" 878" 11" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 8"10" 1'-0" 10'-0"5'-0" 11'-0"5'-0" 1'-0" 2'-0" 7'-0" 7'-0" 5'-0" 12" 7'-6" 15" 7'-6"3'-6"2'-0" 4'-6" 4'-6" 2'-0" 1'-6" 3'-6" 2'-6" 1'-0" 1'-0" 1'-0" 3'-0" 1'-0" 1'-0" 2'-0" 4'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 3'-0" 3'-0" 1'-0" 1'-0" 13'-0"6'-0"2'-0" 10'-0" 10'-6" 13'-6" 12'-0" 11'-0" 14'-6" 13'-0" 1'-0" 3'-6" 2'-0" 5'-0" 9'-0" 7'-6" 1'-0" 5'-0" 4'-0" 2'-6" 6'-6" 4'-6" 10'-0" 9'-0" 13'-6" 16'-0" 14'-6" 13'-6" 12'-6" 15'-0" 14'-0" 10'-0" 12'-0" 11'-0" 10'-6" 10'-0" 8'-6"3'-6" 5'-0" 1'-0" 6'-0" 9'-6" 5'-0" 10'-6" 5'-6" 3'-0" 2'-6" 8'-0" 8'-0" 7'-0" 12'-0"9'-0" 9'-6" 2'-0" 6" 1'-6" 1'-0" 1'-0" 3" 1'-0" 3'-0" 2'-6" 2'-0" 1'-6" 2" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4" 4'-0" 3'-6" 4"612" 7'-6" 6'-6" 11"878" 10'-0" 12'-0" 11'-6" 11'-0"10'-0"5'-0" 6'-6" 4'-0" 2'-6" 11'-0" 9'-6" 8'-0" 3'-0" 8" 4'-6" 10" 13'-6" 14'-6" 14'-6" 14'-0" 12'-6' 11'-0" 15"12" 13" 11'-0" 11'-0" SQUARE OR RECTANGULAR HOLE SIZE 13" 6'-0" 7'-0" ROUND HOLE SIZE 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 2'-0" 1'-6" 1'-6" 1'-0" 1'-6" 1'-0" 2'-0" 2'-6"1'-6"560 16" 14" 1'-0"360 210 230 560 1'-0" 1'-0" 1'-0" 210 230 110 1'-0" 1'-0" 1'-0" 1178" 912" 110 230 360 210 1'-0" 1'-0" 1'-6" 1'-0" 110 230 360 210 1'-0" 1'-6" 1'-6" 1'-0" 8'-0"3'-0" 4'-0" 1'-6" 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 8'-0"5'-6" 2'-6" 3'-0" 6'-6" 3'-6" 4'-0" 9'-0" 3'-6" 4'-0" 3'-0" 6'-0" 7'-0" 5'-6" 1'-6" 2'-0" 3'-0" 2'-0" 2'-0" 3'-6" 2'-6" 2'-0" 2'-0" 2'-6" 3'-0" 2'-6" 4'-0" 3'-6" 3'-0" 3'-0" 5'-6" 6'-6" 7'-0" 6'-0" 3" JOIST DEPTH TJI® 2" 4" 8 78" 11" 1'-6" 2'-0" 1'-6" 2'-6" 2'-0" 2'-0" 3'-6" 2'-6" 1'-0" 1'-6" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 3'-0" 2'-6" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 5'-6"4'-6" 8'-0" 4'-0"2'-6" 1'-0" 1'-0" 4'-0" 2'-0" 2'-0" 5'-0" 2'-0" 1'-6" 2'-0" 3'-0" 2'-6" 2'-0" 9'-6"8'-0" 9'-0" 8'-0" 10'-0" 7'-0" 6'-6" 9'-0" 9'-0" 8'-6" 8'-0" 7'-0" 6'-0" 6'-6" 2'-0" 3'-6" 2'-6" 2'-6" 2'-6" 4'-6" 3'-6" 3'-0" 3'-6" 3'-0" 2'-6" 2'-6" 3'-6" 5'-0" 4'-6" 4'-0" 7'-6" 7'-0" 6'-6" 6'-0" 3"2" 4" 11"878"612" 5'-6" 5'-0" 5'-6" 6'-0" 3'-0" 3'-0" 4'-6" 2'-6" 2'-0" 2'-6" 1'-6" 4'-6" 1'-0" 1'-6" 3'-6" 5'-6" 2'-6" 2'-6" 612" 4'-6" 5'-0" 5'-0" 5'-6" 5'-0" 5'-6" 6'-6" 4'-6" 3'-6" 4'-0" 4'-0" 7'-0" 3'-6" 3'-0" 6'-0" 7'-0" 6'-6" 5'-0" 3'-6" 3'-6" 5'-0" 3'-0" 2'-6" 2'-6" 2'-0" 5'-0" 1'-6" 1'-6" 4'-0" 6'-0" 3'-0" 2'-6" 5'-6" 5'-6" 6'-6" 5'-0" 4'-0" 4'-6" 5'-0" 7'-6" 4'-0" 3'-6" 6'-6" 7'-6" 7'-0" 5'-6" 5"5"7"7" 1'-6" 2'-6" 3'-0" 5" 4'-6" 5'-0" 2'-6" 3'-0" 6'-6" 5'-6" 1'-0" 5'-6" 3'-6" 3'-6" 3'-6" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-6" 7" 4'-6" 3'-0" 2'-0" 3'-6" 4'-0" 4'-0" 1'-0" 6'-6" 6'-0" 5'-6" 7'-6" 2'-6" 8'-6" 5'-0" 7"5" 5'-6" 6'-6" 3'-6" 2'-6" 5'-6" 4'-0" 4'-0" 1'-6" 7'-0" 5'-6" 5'-0" 7'-0" 2'-6" 8'-0" 7'-6" 4'-6" 4'-0" 6'-6" 8'-0" 11'-0" 6'-0" 9'-6" 9'-0" 10'-0" 11'-0" 5'-6" 7'-6" 8'-6" 10'-0" 6'-0" 7'-0" 7'-0" 5" 1'-0" 1'-0" 1'-0" 1'-0" 7" 1'-0" 1'-0" 1'-0" 1'-0" 5" 7" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 5" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 7"5" 1'-0" 1'-0" 3'-6" 1'-6" 6'-6" 4'-0" 6'-0" 8'-6" 7" JOIST DEPTH FILLER and BACKER BLOCK SIZES (1) If necessary, increase filler and backer block height for face mount hangers and maintain 18" gap at top of joist; see detail W. Filler andbacker block dimensions should accomodate required nailing without splitting (12" minimum for backer blocks and 24" minimum for filler blocks). 2x10 6'-0" long 110TJI® Joists Cantilever Filler (Detail E4) Filler Block (1) (Detail H2) Backer Block (1) (Detail F1 or H2) 2x6 4'-0" long 58" or 34" Depth 2x6 2x8 912" or 1178"14" 210 230 or 360 560 1178" Two 2x6 2x6 2x6 + 12" sheathing 4'-0" long 912" or 1178" 2x6 + 12" sheathing 2x6 + 38" sheathing 4'-0" long 2x10 + 38" sheathing 6'-0" long 34" or 78" 2x8 + 38" sheathing 2x6 + 38" sheathing 912" or 1178" 14" or 16" 2x10 + 12" sheathing 6'-0" long 78" or 1" Net 2x8 + 12" sheathing 14" or 16" 2x12 + 12" sheathing Not applicable 18" or 20" 2x122x8 18" or 20" Two 2x12 Not applicable Two 2x8 14" or 16" 1.5E TimberStrand®LSL Prescriptive Chart 13 depth 2 x diameter of the largest hole (minimum) 8" See illustration for allowed hole zone 1114"-11 78" 14"-16" 914"-912" 358" 458" 3" Round holes only General Notes No holes within 8" of joist ends. Maximum Round Hole SizeJoist Depth Allowed hole zone 1.5 E TimberStrand® LSL 8" 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" the area of a 7-1/4" circumscribed hole A smaller hole can be drilled within centered in the depth of the joist circumscribed 7-1/4" hole smaller hole drilled within circumscribed area of 7-1/4" hole assuming the circumscribed hole is a minimum of 3'-6" from face of bearing 1-1/2" x 11-7/8" 1.5E TimberStrand LSL floor joist No load bearing wall above Web stiffeners required each side at B3W ONLY B3WB3 Blocking panels may be required with braced/shear walls above or below — see detail B1 8" diameter maximum hole for 117 8" - 16" deep blocking panels; 6" diameter maximum for blocking panels 912" deep or shorter than 12" long. Do not cut flanges. E1 E1W Web stiffeners required on both sides at E1W ONLY 118" TJ® Rim Board or 114" or 112" TimberStrand® LSL. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange.SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ONTHIS DRAWING. LYMAN COMPANIES WOULD ONLY BE RESPONSIBLE FOR THEINDIVIDUAL MEMBER DESIGN, BASED UPON THE ASSUMED OR KNOWN VERTICALLOADS. THE BUILDER OR GENERAL CONTRACTOR IS RESPONSIBLE FOR THESTRUCURE(S) OVERALL DESIGN, AND IT IS STRONLY RECOMMENDED THAT ALLDRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FORTHE PARTICULAR PROJECT. Walkout Headers PlotID Length Product Plies Net Qty B4 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B6 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 B3 4' 0" 2 x 10 SPF No.1/No.2 2 2 Lookout Headers PlotID Length Product Plies Net Qty B5 6' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 B7 6' 0" 2 x 10 SPF No.1/No.2 2 4 Full Foundation Headers PlotID Length Product Plies Net Qty B8 4' 0" 2 x 8 SPF No.1/No.2 2 2 Option Window Well - Add List PlotID Length Product Plies Net Qty B5 6' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 Rim on Perimeter of Main Floor PlotID Length Product Plies Net Qty Not Shown 16' 0" 1-1/8" x 18" OSB Rim 1 11 Products PlotID Length Product Plies Net Qty B1 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 B2 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 Pt3 8' 0" 5 1/4" x 7" 1.8E Parallam PSL 1 1 Wall Framing PlotID Length Product Plies Net Qty B3 4' 0" 2 x 10 SPF No.1/No.2 2 2 Pt3 B3 B5 B8 B1 B7 B5 B7 B6 B4 B3 13' 2" 1' 8" B2 3 Trimmers 2-2x6 18" Floor Trusses No rim figured on house garage common wall by stairs. Optional Window Well 3 Trimmers Each End 3 Trimmers Each End Lookout Walkout Full Foundation Move column and pad footing 1'-8" away from stairs from what is noted on the plan. D.R. Horton and Energy Star Requirements: -4 stud U corners required for siding and sheetrock backing. -Full depth headers as marked required for load transfer. -Double jack studs as marked under full depth headers required for load transfer. -Cripple studs required for load transfer at both ends of window sill and required for drywall on center spacing. 3-2x6 3-2x6 2 Trimmers Each End Customer:Job Name:Plan/Model #:DR Horton5470 Jordan BAddress/Lot:City, State:, MNJob#Subdivision:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 2 of 4 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Justin H.Checked By:Justin H.Release Date:9-28-23Revision Date:12-14-23SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ONTHIS DRAWING. LYMAN COMPANIES WOULD ONLY BE RESPONSIBLE FOR THEINDIVIDUAL MEMBER DESIGN, BASED UPON THE ASSUMED OR KNOWN VERTICALLOADS. THE BUILDER OR GENERAL CONTRACTOR IS RESPONSIBLE FOR THESTRUCURE(S) OVERALL DESIGN, AND IT IS STRONLY RECOMMENDED THAT ALLDRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FORTHE PARTICULAR PROJECT. Start Joist Layout Here. 19.2" o/c Start Joist Layout Here. 19.2" o/cButlers Pantry Option - Add List PlotID Length Product Plies Net Qty B14 4' 0" 2 x 10 SPF No.1/No.2 2 2 Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson HUC410 18- 10d - 10- 10d No H2 1 Simpson IUS1.81/14 12- 10dx1.5 - 2- 10dx1.5 No H3 17 Simpson IUS1.81/14 12- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty J1 36' 0" 14" TJI 110 joist 1 11 J2 26' 0" 14" TJI 110 joist 1 10 J3 18' 0" 14" TJI 110 joist 1 10 J4 12' 0" 14" TJI 110 joist 1 11 J5 8' 0" 14" TJI 110 joist 1 2 Bk1 11 1/16" 14" TJI 110 joist 1 1 B1 18' 0" 1 3/4" x 24" 2.0E Microllam LVL 2 2 Pt3 10' 0" 5 1/4" x 7" 1.8E Parallam PSL 1 1 B2 10' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 2 2 B3 6' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 1 2 B4 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2 B5 12' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B7 20' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 Rim 16' 0" 1 1/8" x 14" TJ Rim Board 1 13 B13 2' 0" 5 1/2" x 14" CS Block 1 1 Wall Framing PlotID Length Product Plies Net Qty B6 4' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B8 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 2 B9 10' 0" 2 x 10 SPF No.1/No.2 2 2 B11 8' 0" 2 x 10 SPF No.1/No.2 3 3 B10 8' 0" 2 x 10 SPF No.1/No.2 2 6 B12 4' 0" 2 x 10 SPF No.1/No.2 2 14 CS CS CS B4 A3 A3A3 A3 A3 A3A3 A3 A3 B10 B12 B12 B2 B5 B1RimRimRim Rim Rim Rim Rim Rim Rim Rim B4 Pt3 B8 B10B8B12 B12 B7 B11 B12 B9 B12 B6 B3B3Bk1B10 B12 B13H3H2 H1 B14 B14 J1 19.2" O.C. J3 19.2" O.C. J5 19.2" O.C. J2 19.2" O.C.J419.2" O.C.H3 H3 H33 Trimmers Each End 4-2x8 1 Trimmer Each End 2-2x63'- 1 1/2"4'- 8 11/16"6'- 3 7/8"7'- 11 1/8"1'- 3 3/4"11'- 1 1/2"12'- 8 11/16"14'- 3 7/8"15'- 11 1/8"9'- 6 5/16"19'- 1 1/2"20'- 8 11/16"22'- 3 7/8"23'- 11 1/8"17'- 6 5/16"27'- 1 1/2"28'- 8 11/16"30'- 3 7/8"31'- 11 1/8"25'- 6 5/16"35'- 1 1/2"38'- 3 7/8"39'- 11 1/8"33'- 6 5/16"43'- 1 1/2"44'- 8 11/16"46'- 3 7/8"47'- 6 5/8"41'- 3 1/4"48'- 6 5/8"36'- 8 11/16" 3'- 1 1/2" 4'- 8 11/16" 6'- 3 7/8" 7'- 11 1/8" 1'- 6 5/16" 11'- 1 1/2" 12'- 8 11/16" 14'- 3 7/8" 15'- 11 1/8" 9'- 6 5/16" 17'- 6 5/16" D.R. Horton and Energy Star Requirements: -4 stud U corners required for siding and sheetrock backing. -Full depth headers as marked required for load transfer. -Double jack studs as marked under full depth headers required for load transfer. -Cripple studs required for load transfer at both ends of window sill and required for drywall on center spacing. 1 Trimmer Each End 4-2x8 Butlers Pantry Option Customer:Job Name:Plan/Model #:DR Horton5470 Jordan BAddress/Lot:City, State:, MNJob#Subdivision:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 3 of 4 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Justin H.Checked By:Justin H.Release Date:9-28-23Revision Date:12-14-23SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ONTHIS DRAWING. LYMAN COMPANIES WOULD ONLY BE RESPONSIBLE FOR THEINDIVIDUAL MEMBER DESIGN, BASED UPON THE ASSUMED OR KNOWN VERTICALLOADS. THE BUILDER OR GENERAL CONTRACTOR IS RESPONSIBLE FOR THESTRUCURE(S) OVERALL DESIGN, AND IT IS STRONLY RECOMMENDED THAT ALLDRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FORTHE PARTICULAR PROJECT. Products PlotID Length Product Plies Net Qty B15 26' 0" Girder by Others 2 2 Wall Framing PlotID Length Product Plies Net Qty B1 8' 0" 2 x 10 SPF No.1/No.2 2 8 B2 4' 0" 2 x 10 SPF No.1/No.2 2 6 B15B2 B2B2 B1 B1 B1 B1 4-2x6 through top plates 1 Trimmer Each End D.R. Horton and Energy Star Requirements: -4 stud U corners required for siding and sheetrock backing. -Full depth headers as marked required for load transfer. -Double jack studs as marked under full depth headers required for load transfer. -Cripple studs required for load transfer at both ends of window sill and required for drywall on center spacing. 1 Trimmer Each End 1 Trimmer Each End Customer:Job Name:Plan/Model #:DR Horton5470 Jordan BAddress/Lot:City, State:, MNJob#Subdivision:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 4 of 4 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Justin H.Checked By:Justin H.Release Date:9-28-23Revision Date:12-14-23SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ONTHIS DRAWING. LYMAN COMPANIES WOULD ONLY BE RESPONSIBLE FOR THEINDIVIDUAL MEMBER DESIGN, BASED UPON THE ASSUMED OR KNOWN VERTICALLOADS. THE BUILDER OR GENERAL CONTRACTOR IS RESPONSIBLE FOR THESTRUCURE(S) OVERALL DESIGN, AND IT IS STRONLY RECOMMENDED THAT ALLDRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FORTHE PARTICULAR PROJECT. COPYRIGHT HANSON GROUP, LLC 2020©THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESMATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.DescriptionMarch 31, 2020Project Number:Date:0.144S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550445470-B-GR ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS w/ SUN ROOMTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONS w/ SUN ROOMMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANSUN ROOM OPTIONUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANCONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1S1FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 5/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-712"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-712"±CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION5S1FRAMING DETAIL(5-FT)(5-FT) (5-FT)(5-FT) (6-FT)(6-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3-FT)(3-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(3-FT)(6-FT)(6-FT) (5-FT)(5-FT)(4-FT)(4-FT)(3.5-FT)(5-FT)(3.5-FT)(4-FT)(4-FT)(4-FT)(4-FT)(6-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINE(3.5-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINE(3-FT)(3-FT)(3.5-FT)(2.25-FT)(6-FT)(6-FT)BRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(6-FT)(6-FT)BRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(3.5-FT)(6-FT)(6-FT)BRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND ISEXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.(4-FT)THIS BRACED WALL PANEL MAYBE ELIMINATED IF BRACED WALLPANEL AT STAIR IS INCREASEDTO 8-FT AS SHOWN DASHED7-20-20Plan Changes7-20-201 2 F1 ALONG STAIR STANDARD 8'-4" TALL BASEMENTFOUNDATION WALLS &CONNECTIONS TO FLOORFRAMING PER FOUNDATIONGUIDELINE DRAWINGS TYP.SCOPEDESIGN AND DETAILING OF A RETAINING WALL TYPE STAIRWAY FOUNDATION WALL FOR ASINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESEDRAWINGS AND STANDARD INDUSTRY PRACTICE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS FOR MOREINFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECTSCOPE ABOVE. THE DESIGN OF THE REMAINING HOME IS BY OTHERS.3.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFOREPROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.4.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIRINSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.5.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS ANANCHOR WITHIN 12" OF EACH END AS APPLICABLE.6.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48"MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS ANDINTERSECTIONS.7.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.8.BULKHEAD FOOTINGS FOR RETAINING WALL TYPE FOUNDATIONS AT STEP LOCATIONS. DONOT JUMP FOOTINGS.9.ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.10.STAIR FOUNDATION WALL IS TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING.MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. MAINTAIN LATERALBRACING UNTIL BOTH BASEMENT AND GARAGE SLABS ARE PLACED AND CURED.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,000 PSI WITHAN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:ANY OF THE FOLLOWINGSAND (TYPE I) geq = 30 PSF/FT (ACTIVE)SANDY CLAY (TYPE II) geq = 45 PSF/FT (ACTIVE)CLAY (GROUP III) geq = 60 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)LOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODES2020 MINNESOTA RESIDENTIAL CODEPARTIAL LOWER LEVEL PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1F1REFERENCE PLAN WALL SECTION 2F1 RETAINING WALL TYPESTAIRWAY FOUNDATION WALLCOPYRIGHT HANSON GROUP, LLC 2022©DescriptionFebruary 24, 2022Project Number:Date:0.144F11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550445470 ModelAll ElevationsMN Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Garrett Brunell2-24-2252600Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.8" MIN. C.I.P.CONCRETE WALLVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"2" 3" 8'-4" MAX.SLAB-ON-GRADE WOOD WALL 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.FRAME WALL ABOVESLAB-ON-GRADE &INSULATION BY OTHERS6" MIN. C.I.P. CONCRETESTEM WALL 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 Plan - 5470 (Jordan) HVAC Load Calculations for D.R. Horton 20860 Kenbridge Ct. Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Tuesday, November 26, 2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Plan - 5470 (Jordan) Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:Plan - 5470 (Jordan) Designed By:Jake Ryan Project Date:11/25/2019 Project Comment:Walkout Client Name:D.R. Horton Client Address:20860 Kenbridge Ct. Client City:Lakeville, MN 55044 Client Phone:(952) 985-7272 Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, MN 55120 Company Phone:651-900-7053 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:845 CFM Per Square ft.:0.191 Square ft. of Room Area:4,426 Square ft. Per Ton:2,124 Volume (ft³):37,059 Building Loads Total Heating Required Including Ventilation Air:57,585 Btuh 57.585 MBH Total Sensible Gain:18,856 Btuh 75 % Total Latent Gain:6,150 Btuh 25 % Total Cooling Required Including Ventilation Air:25,007 Btuh 2.08 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\DR Horton 54 ... Walkout.rh9 Tuesday, November 26, 2019, 3:07 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Plan - 5470 (Jordan) 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 2.08 2,124 4,426 18,856 6,150 25,007 57,585 688 845 688 845 845 System 1 Main Floor No 2.08 2,124 4,426 18,856 6,150 25,007 57,585 688 845 688 845 845 11x15 Ventilation 824 4,177 5,001 6,184 Supply Duct Latent 78 78 Return Duct 6 13 19 39 Humidification 7,477 Zone 1 4,426 18,026 1,883 19,909 43,885 688 845 688 845 845 11x15 1-Basement 1,423 2,082 0 2,082 12,543 196 98 196 98 98 1--6 2-Main Floor 1,423 10,435 1,883 12,318 17,207 270 489 270 489 489 4--7 3-Upper Level 1,580 5,510 0 5,510 14,134 221 258 221 258 258 3--5 F:\ ...\DR Horton 54 ... Walkout.rh9 Tuesday, November 26, 2019, 3:07 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Plan - 5470 (Jordan) Eagan, MN 55121 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 496.8 196 98 98 1--6 2-Main Floor Built-In 450 750 0.01 0.1 457.3 270 489 489 4--7 3-Upper Level Built-In 450 750 0.01 0.1 631 221 258 258 3--5 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 737 688 845 845 11x15 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:688 Cooling Flow:845 F:\ ...\DR Horton 54 ... Walkout.rh9 Tuesday, November 26, 2019, 3:07 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Plan - 5470 (Jordan) Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain LOWEE BUILDER GRADE: Glazing-LOWEE BUILDER GRADE, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.32, SHGC 0.32 433 12,060 0 5,698 5,698 11J: Door-Metal - Fiberglass Core, U-value 0.6 37.8 1,972 0 544 544 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 3057.1 17,289 0 2,643 2,643 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 816 3,596 0 12 12 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 97.9 466 0 2 2 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM, U-value 0.05 473.4 2,058 0 412 412 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R49 Attic, U-value 0.02 1645 2,862 0 1,668 1,668 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 1423 2,476 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 222 676 0 62 62 Subtotals for structure:43,455 0 11,041 11,041 People:6 1,200 1,380 2,580 Equipment:683 3,430 4,113 Lighting:600 2,046 2,046 Ductwork:469 91 102 193 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 180, Summer CFM: 180 6,184 4,177 824 5,001 Humidification (Winter) 20.39 gal/day :7,477 0 0 0 AED Excursion:0 0 34 34 Total Building Load Totals:57,585 6,150 18,856 25,007 Check Figures Total Building Supply CFM:845 CFM Per Square ft.:0.191 Square ft. of Room Area:4,426 Square ft. Per Ton:2,124 Volume (ft³):37,059 Building Loads Total Heating Required Including Ventilation Air:57,585 Btuh 57.585 MBH Total Sensible Gain:18,856 Btuh 75 % Total Latent Gain:6,150 Btuh 25 % Total Cooling Required Including Ventilation Air:25,007 Btuh 2.08 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\DR Horton 54 ... Walkout.rh9 Tuesday, November 26, 2019, 3:07 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Plan - 5470 (Jordan) Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces South Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 1 Basement 98 153 191 177 142 193 *208 155 2--6 2 Main Floor 489 585 641 611 555 669 *702 594 6--6 3 Upper Level 258 345 386 343 266 369 *414 345 4--6 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°South 845 18,856 6,150 2.08 45°Southwest 1,083 23,944 6,151 2.51 90°West 1,218 26,822 6,151 2.75 135°Northwest 1,131 24,965 *6,151 2.59 180°North 963 21,392 6,151 2.30 225°Northeast 1,230 27,091 6,151 2.77 270°East *1,323 *29,078 6,151 *2.94 315°Southeast 1,094 24,188 6,151 2.53 * Indicates highest value of all rotations. 2.0 2.2 2.4 2.6 2.8 South Southwest West Northwest North Northeast East SoutheastCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\DR Horton 54 ... Walkout.rh9 Tuesday, November 26, 2019, 3:07 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Plan - 5470 (Jordan) Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 22,000 23,000 24,000 25,000 26,000 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 South Front door faces Southwest Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast F:\ ...\DR Horton 54 ... Walkout.rh9 Tuesday, November 26, 2019, 3:07 PM NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely 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 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________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 on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). 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. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 Ryan Klika 5/7/24 X PM