The URL can be used to link to this page

Home My WebLink AboutLA227003-04-05-06 -Plans 17038-40-42-44 Dysart PlAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" TRIM 5" TRIM3 1/2" TRIM5" TRIMThese 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. 2022C1.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RKFRONT ELEVATION3/16"=1'-0"REFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDBROOKSHIRE - 4-UNIT BUILDINGXXXXX4:12 PITCHSTEEL PANEL OVERHEAD DOORADDRESS NUMBERCLBETWEEN UNITS4'-0"4'-0"FIRE-TREATEDPLYWOODFIRE-TREATEDPLYWOODCLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOODEAFLASE CORNER CLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOOD6:12 PITCHAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDSTEEL PANEL OVERHEAD DOOR4:12 PITCH6:12 PITCH4:12 PITCH8'-0"AA4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD2W 3020 FXR.O. 72 1/8" X 24"848 SF FRONT FASCADE - 100% HARDIBOARD231 SQ FT STONE - 27.24% (25% MIN REQ'D)403 SQ FT SIDING - 47.52% (MAX OF 75%)190 SQ FT BOARD-N-BATTEN - 22.41%24 SQ FT SHAKES - 2.83%NOT USEDFRONT TAKEOFF:ADDRESS STONEXXXXX2x10 CAP2x10 BASE8x8 REALWOOD COLUMN8x8 REALWOOD COLUMNDETAIL1/4"=1'-0"PORCH COLUMNCENTER COLUMNSCORNER COLUMNS30°CAULK TOP OFCOLLAR TO COLUMNPER MANUF. SPECSCOLUMN TO BE MIN 1" ABOVEHOLD COLLARS 1/2" MINABOVE FLOOR/SURFACEMETAL POST BASE. ATTACHFOUNDATION OR 6" ABOVE GRADE231 SQ FT STONE - 5.06%2169 SQ FT SIDING - 47.48%1510 SQ FT BOARD-N-BATTEN - 33.06%658 SQ FT SHAKES - 14.40%OVERALL BLDG: 4568 SFWHOLE BUILDING TAKEOFF (ALL 4 SIDES):STEEL PANEL OVERHEAD DOORADDRESS NUMBER4:12 PITCHXXXXXFIRE-TREATEDPLYWOODAASOFFIT LIGHTS6:12 PITCHSTEEL PANEL OVERHEAD DOORADDRESS NUMBERXXXXXAA6:12 PITCH128AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDFD8'-0"6:12 PITCH6:12 PITCH4:12 PITCHSOFFIT LIGHTSNO 1 MATERIAL TYPE IS TO EXCEED 60% COVERAGE4'-0"4'-0"FIREPLY - 4'-0" FROM CENTERLINE FIREPLY - 4'-0" FROM CENTERLINE 6:124:1216' RIDGE VENT4'-0"FIREPLY - 4'-0" FROM CENTERLINE FIREPLY - 4'-0" FROM CENTERLINE 4'-0"FIREPLY - 4'-0" FROM CENTERLINE 4:124:126:1216' RIDGE VENT4'-0"6:126:126:126:124:124'-0"4'-0"FIREPLY - 4'-0" FROM CENTERLINE 6:124:126:124'-0"15' RIDGE VENTBOX VENTBOX VENT8:128:126' RIDGE VENT16'-0"4:126:1215' RIDGE VENTBOX VENTBOX VENT4:126:126:12AGABLE RETURNEND UNITGABLE RETURNSINTERIOR UNITSHAKES AT THESIDING AT THEGABLE RETURNEND UNITSHAKES AT THE219 TOTAL FASCADE 58 SQ FT STONE = 25.22%213 TOTAL FASCADE 57 SQ FT STONE = 26.76%197 TOTAL FASCADE 56 SQ FT STONE = 28.42%243 TOTAL FASCADE 78 SQ FT STONE = 32.10%EVELETH- 2640 LLOT 43, BLOCK 1 BROOKSHIRE17038 DYSART PLACEFAIRHAVEN - 2645 MFAIRHAVEN - 2645 NLOT 44, BLOCK 1 BROOKSHIRE17040 DYSART PLACELOT 45, BLOCK 1 BROOKSHIRE17042 DYSART PLACEEVELETH- 2640 PLOT 46, BLOCK 1 BROOKSHIRE17044 DYSART PLACEBROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE 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. 2022C2.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RKREFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDNOT USED4-UNIT BUILDINGINSTALL 1/2" FIRE TREATED PLYWOODFROM CENTERLINE OF COMMONWALL TO A MINIMUM OF 4'-0" BACKINTO EACH SIDE OF THAT UNIT. (TYP.)NO OPENINGS WITHIN5'-0" OF CENTERLINE OF AIR SPACE5'-0"5'-0"6:12 PITCHAAA6:12 PITCH6:12 PITCHREAR ELEVATION3/16"=1'-0"PLUMBING VENTRADON VENT1/2 BATHBATH #2BATHLAUNDRYOWNERSPLUMBING VENTRADON VENTBATH #21/2 BATHBATHLAUNDRYOWNERSFURNACE EXHAUSTERV EXHAUSTFURNACE EXHAUSTERV EXHAUSTA/C UNITA/C UNITA/C UNIT2x6:12 PITCHAA/C UNIT2xSIMILAR VENTING IS REQ'D ONLEFT SIDE OF THE BUILDINGPRIVACY WALL 4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOODEEDDDALAUNDRYED327 TOTAL FASCADE - 100% HARDIBOARD220 SQ FT SIDING - 67.3% (NOT TO EXCEED 75%)107 SQ FT BOARD-N-BATTEN - 32.7%REAR TAKEOFF(MIDDLE UNIT X 2):355 TOTAL FASCADE - 100% HARDIBOARD190 SQ FT SIDING - 53.52% (NOT TO EXCEED 75%)165 SQ FT BOARD-N-BATTEN - 46.48%REAR TAKEOFF(END UNIT X2):1364 TOTAL REAR FASCADE - 100% HARDIBOARD820 SQ FT SIDING - 60.12% (NO 1 MATERIAL TO EXCEED 75%)544 SQ FT BOARD-N-BATTEN - 39.88%OVERALL REAR ELEVATION:PRIVACY WALL SIDE ELEVATIONS3/16"=1'-0"DA126F8:12 PITCHDEDA124FDESIDE ELEVATIONS3/16"=1'-0"1178 SF TOTAL FASCADE - 100 % HARDI BOARD473 SQ FT SIDING - 40.15% (NOT TO EXCEED 75%)388 SQ FT BOARD-N-BATTEN - 32.94%317 SQ FT SHAKES - 26.91%SIDE TAKEOFF (x2):55'-0"124PROPOSED DEPPER GARAGES1268:12 PITCHBROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE TYPICAL UNIT-TO-UNITJOG CONDITION AT FRONT1/2"=1'-0"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. 2022C3.0XPOURED CONC. WALL16x8 CONC FTG6" THICK, 3'-6" HIGH10'-0" N.T.S. 6'-0" N.T.S.POURED CONC. WALL20x8 CONC FTG12" THICK, 3'-6" HIGH6" CURB, 6" LEDGE2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RK2'-6 1/2"CLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITS16'-3" M.O.(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH14"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHMIN. 3'-6" BELOW GRADEPOURED CONC. WALL10'-6"20'-9"6'-0"11'-0" 27'-6"POURED CONC. WALL20x8 CONC FTG12" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTG12" THICK, 3'-6" HIGHUNEXCAVATED26'-0"4'-9"21'-3"16'-3"2'-5 1/2"6'-0"42'-0"UNEXCAVATED11'-0"FILL26'-0"15'-0"23'-6"8'-0"27'-6"2645 INTERIOR UNITFOUNDATION PLAN1/4"=1'-0"6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHMIN. 3'-6" BELOW GRADEPOURED CONC. WALL30"X30"X12"PAD FOOTINGFOR KITCHEN ISLANDSLEEVE/CONDUIT4"4'-5"30x30x12CONC. PAD FTG.12" THICK, 4'-2" HIGH20"x8" FTG.POURED CONC. WALLPOURED CONC. WALL8" THICK, 3'-6" HIGH16x8 CONC FTG6" CURB, 2" LEDGE6" THICK, 3'-6" HIGH14"x8" FTG. MINIMUMPOURED CONC. WALL3'-6" BELOW GRADECLBETWEEN UNITS2640 EVELETH END UNITFOUNDATION PLAN1/4"=1'-0"26'-0"38'-0"6'-0"55'-0"11'-0"21'-3"4'-9"12" THICK, 3'-6" HIGH16'-3" M.O.(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH14"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHMIN. 3'-6" BELOW GRADEPOURED CONC. WALL10'-6"20'-9"6'-0"11'-0"27'-6"POURED CONC. WALL8" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTGUNEXCAVATEDUNEXCAVATEDFILL16x8 CONC FTG6" CURB, 2" LEDGE27'-6"POURED CONC. WALL6" THICK14x8 CONC FTGMIN. 3'-6" BELOW GRADE6"6"POURED CONC. WALL8" THICK, 3'-6" HIGH16x8 CONC FTG6" CURB, 2" LEDGEFOR KITCHEN ISLANDSLEEVE/CONDUIT12" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTG30x30x12CONC. PAD FTG.24x24x8CONC. PAD FTG.4'-0" 5'-2" 10'-0"9'-7 3/8"5'-5 1/2"4'-1 7/8"1'-0"4'-1"3'-5"4" MAIN SEWERWATER MAINSTUB UPSEWERCLEANOUTVENTPIPERADON6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHPOURED CONC. WALL2"2"5'-0" 2'-0" 2'-0"16" THICK POURED CONC. WALL36x36x14 CONC. PAD FTG.16" THICK POURED CONC. WALL36x36x14 CONC. PAD FTG.BROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE 6'-1" WALL6'-0" CABINET 2'-0"3'-6" TOP6'-2 1/2"6'-4"DWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRUP17RCOVEREDENTRY1/2BHD-FLR26'-0"15'-0"11'-0"8'-0"15'-5"8'-1"42'-0"6'-0"26'-0"4'-9"21'-3"27'-6"6"4'-0"4'-0 1/2"12'-8 1/2"10'-6"17'-0"8'-10"5'-1"1ST FLOOR PLAN1/4"=1'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR577 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 2-42-83-042" HIGH ANGLED WALLW/ WOOD TOPPED.OVERHANG TOP CLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITS10'-8"10'-7"MUDROOMHD-FLRDROPPED HDRFOYERHD-FLRGREATROOMHD-FLRDININGHD-FLR3050-3 SHTREATED 2x10's16" ON CENTER 3-2x10 BEAM2-42-02-04'-0 1/2"2'-8 1/2"2'-8"3'-9"ELEC.METERDECK ABOVE2645 INTERIOR UNITFAIRHAVEN6'-3" TOP2X4 WALL, 34 1/2" HIGH2X64'-2"3'-2"RADONVENT PIPE(2) 1 3/4 x 14 VERSA-LAM(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 1 3/4 x 9 1/2VERSA-LAM(2) 1 3/4 x 11 7/8VERSA-LAMPANTRYREF.20 AMP.MICRO HOODCIRCUITRANGE14'-11"CLEAR FRAMING29 SQ. FT.2-04'-6"CONC FLR(4) SHELVES10'-0"AT FRONT OFDROP PLATESGARAGE 6"20'-1 1/8"CLEAR DIMENSION542 SQ. FT. (INSIDE DIM)2645 INTERIOR UNIT2ND FLOOR PLAN1/4"=1'-0"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. 2022C4.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RK1108 SQ. FT.LIVING AREANOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 6'-10 1/2" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRWINDOW & DOOR SCHEDULE-2645 CALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3040 SHBATH #110.310.3136 1/4" X 48"BEDROOM #21BEDROOM #3110.3172 1/8" X 81"0.326068 SGDSUITE #1FAIRHAVENTYPICAL UNIT-TO-UNIT STAGGERVARIESFIRE RATED GYP BDON RETURN WALLSFIRE RATED GYP BDON RETURN WALLSSUITE #1CPT.BATH #1HD-FLRBATH#2HD-FLRLAU.HD-FLRBEDRM #3CPT.BEDRM #2CPT.DN17R8'-0" 42'-0" 49'-0" 8'-8"7'-0"6'-8"7'-0" 7'-0"4'-1"3'-8"3'-8"6'-4"4'-0"3'-8" 4'-0"10'-8" 4'-8"2'-8"9'-5"12'-1"6'-6"6'-2"15'-0"5'-0"RAILING34x60SHWR60"5-0TUB/SHWR72"WD42" HIGH HALF WALLW/ WOOD TOP6-0 x 6-8 SGD8'-10" 15'-4"2'-6"11'-6"8'-0"2x6 WALL22x30ATTICACCESSDROPPED BEAMDECKCOVEREDMECH.SUBFLOORWHHVACERV2'-6"5'-5"OFFICECPT.3040 SH6'-10"8'-2"W.I.C.CPT.11'-0"15'-0"(3) SHELVES2'-10"7'-7"4-05'-10"5'-10" 3'-2 1/4"4-02-42-44-04-02-62-62-62-82-62-82-41-62'-4"5'-6 3/4" 1'-1 3/4"6'-0"(2) 1 3/4 x 9 1/2VERSA-LAM(2) 1 3/4 x 9 1/2 VERSA-LAMVENTPIPERADONCLBETWEEN UNITS3'-4 3/4"3'-9 3/4"1'-1"5'-5"3'-10"24" TOWEL BARROOF TRUSSES INSTALL PER MFRS SPECS ROOF TRUSSES INSTALL PER MFRS SPECS26'-0"4'-9"21'-3"10'-8"10'-7"5040 SLIDER5'-2"5'-5"5'-6"5'-2"CLBETWEEN UNITS26'-0"CLBETWEEN UNITS(2) 2x10WFPTEMP. GL.NOTE:LAYOUT WILL VARY PERPLUMB, ELEC, MECH,STRUCT&/OR SITE CONDITIONSMECHANICAL EQUIPMENTNOTE:FRAMER TO ROCK &POLY MECH. RM LIDPANIC PANPANIC PAN(1) SHELFCLBETWEEN UNITS2x65'-4 5/8"CLEAR FRAMINGOPTWSF.D.31'-6" 2-6 SRO3-0 DOOR0.3138 1/4" X 83 1/4FOYER0.231DINING RM3050-3 SH0.31108" X 60 1/4"0.31110.3172 1/8" X 81"0.326068 SGDDINING RM0.3136 1/4" X 48"0.313040 SH1KITCHEN786 SQ. FT.LIVING AREA INC. STAIRSNOTE:9'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 8'-0" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR59'-0"5040 SLIDER5040 SLIDER0.2960" X 48"0.325040 SLIDER0.2960" X 48"0.3210'-0" 11'-0"GAS METER VENT HOODTO OUTSIDEGIRDER TRUSS5'-6"1'-8"18-1/4"x44-1/2"S/RELEC FIREPLACEOUTLET1'-6 1/4"FIREPLACE RGH OPG:ALLUSION 48 ELEC1'-8"1'-6 1/4"3/16"=1'-0"2X6 WALL 2X6 WALLMANTLE4'-8"1/2" PLYWD1/2" ROCK OVER12"+- 1'-2" 5'-6"12'-0"ELEC FP 2x6 WALL 2x6 WALL 4" MAIN SEWERWATER MAINSTUB UP3'-11"BROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE 18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMHD-FLRUP17RSLOPE TO DOORS4" CONC FLOOR542 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSThese 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. 2022C4.1X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RKDINING RMHD-FLR2X4 WALL, 35" HIGH 26'-0"8'-0"10'-6"2W 3050 SHA/CCLBETWEEN UNITS7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0"55'-0"5'-6"5'-1"ELEC FP20 AMP.MICRO HOODCIRCUITRANGE2'-4"REF.2-48'-2"7'-3"7'-0" CABTS.3'-6" TOP7'-6" TOP5'-10 1/2"3'-6 1/4"4'-8"2'-4"16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x1029 SQ. FT.2-8(2) 2x104'-3 3/4"9'-7 3/8"2-46'-0"3050 SH27'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 4'-3 7/8"11'-0"2640 EVELETH - END UNIT770 SQ. FT.LIVING AREANOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 6'-10 1/2" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"1ST FLOOR PLAN1/4"=1'-0"PRIVACY WALL4'-0"GASMETERMETERSELEC 4'-7 3/4"12'-11 1/4"CLEAR FRAMING 2x64'-1 7/8"4" MAIN SEWERWATER MAINSTUB UPSEWERW.S.5'-5 1/2"2x6HD-FLRAT SHELVING27'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/2"2"3'-0"22x30ATTICACCESSW.I.C.CPT.ROOF TRUSSES INSTALL PER MFRS SPECS DN17R26'-0"8'-0"3'-10"2W 3050 SH9'-6"44'-0" 50'-0" 2'-2" 6'-0 3/4"11'-1 1/4"3050 SH3050 SH4'-3 7/8"ANGLED WALLW/ WOOD CAP6'-0"3050 SH2'-6"4'-0"11'-10"2-62-42-65-02-4BATH #2HD-FLR6'-8" 5-0 TUB/SHWR 60"24" TOWEL BAR5'-4"CLEAR FRAMING5'-0"2-43'-3"LOFTCPT2-02'-10"10'-8"3050 SH4'-2"4'-2"26'-0"21'-3"3050 SH14'-2"7'-1"4'-9"2'-8"BEDRM #3CPT.BEDRM #4CPT.12'-2"14'-8" 2'-0 1/4"11'-10"2'-6"9'-6" 1'-0"3'-9"3'-5"4-011'-8"2-62-83'-8 5/8"2-6BEDRM #2CPT.UTILITYHD-FLR ON LAUNDRY SIDENOTE:LAYOUT WILL VARY PERPLUMB, ELEC, MECH,STRUCT&/OR SITE CONDITIONSMECHANICAL EQUIPMENTBEDRM #1CPT.2ND FLOOR PLAN1/4"=1'-0"CLBETWEEN UNITSCLBETWEEN UNITS3'-6 1/2"6'-5 1/2"3050 SH2-434x60SHWR2-6 SRO 60"2020 FX24" TOWEL BAR4-02-0WD2640 EVELETH - END UNITSVENTPIPERADON4'-0" 3'-8" 3'-5 1/2"5'-4" CLEAR FRAMING3'-2 3/4" 1'-7 1/2"7'-8"WICCPT.BATH #1HD-FLR4'-0 3/4"4'-6"2'-6"1'-10"2X62X6SUBFLR ON MECH SIDE1195 SQ. FT.LIVING AREANOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 6'-10 1/2" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR4'-8"WINDOW & DOOR SCHEDULE-2640 UPPERCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#BEDROOM #420.310.31BEDROOM #310.310.31BATH #112020 FX0.310.3224" X 24"WINDOW & DOOR SCHEDULE-2640 MAINCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138 1/4" X 83 1/4FOYER0.2310.3136 1/4" X 60 1/4"0.313050 SH1FOYERGREAT ROOM1DINING RM0.310.31110.3172 1/8" X 81"0.326068 SGDKITCHEN5'-6"1'-8"18-1/4"x44-1/2"S/RELEC FIREPLACEOUTLET1'-6 1/4"FIREPLACE RGH OPG:ALLUSION 48 ELEC1'-8"1'-6 1/4"3/16"=1'-0"2X6 WALL 2X6 WALLMANTLE4'-8"1/2" PLYWD1/2" ROCK OVER12"+- 1'-2"2W 3050 SH72 1/8" X 60 1/4"2W 3050 SH72 1/8" X 60 1/4"0.310.31BEDROOM #112W 3050 SH0.310.3172 1/8" X 60 1/4"BEDROOM #210.310.310.3136 1/4" X 60 1/4"0.313050 SH1W.I.C.36 1/4" X 60 1/4"36 1/4" X 60 1/4"3050 SH3050 SHBEDROOM #110.310.3136 1/4" X 60 1/4"3050 SH36 1/4" X 60 1/4"3050 SHDWSINKPAINTED 6X6 ROUGH4'-1 7/8"6'-3 1/2"CLEANOUT18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSROOF TRUSSES INSTALL PER MFRS SPECS ROOF TRUSSES INSTALL PER MFRS SPECS 5'-0"GIRDER TRUSSAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"5'-0"PANELENDVENT HOODTO OUTSIDE1/2BHD-FLRPED.2-415'-2"3050 SH3'-9 5/8"4'-10"VENTPIPERADON2'-6"6'-0"2x62-41'-0"3'-5"1'-1"4'-1"UNDERCLOSE OFFSTAIRS11 1/2"11 1/2"HALF WALLW/ WOOD TOP43" HIGHTOP SECTION OF ANGLEDWALL CAP, TO TIE INTOBOTTOM SECTION2ND FLR 1/2 WALLSWH W/HVACERV UP HIGHNOTE:FRAMER TO ROCK &POLY MECH. RM LIDPANIC PANPANIC PANSUBFLRSTAND PIPEHDFLRCONC FLRWSFUTFDFLR LINEBREAKCLEAR FRAMING2x6 WALL BROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE ROOMKIT.GREATENTRYDECK ABOVECOVERED1/2BELECTRICAL PLAN1/4"=1'-0"1/4"=1'-0"GARAGECLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSOWNERSENTRYA/CThese 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. 2022C5.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RK2645 - 1ST FLOORELECTRICAL PLAN2645 - 2ND FLOORSWPWPSGFISSWP SSSDTCHIMESSS SDISP.USBSS GFIFANSSFOYERLLLLLLLLLSLLLCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSLSHCPSSMART HOMERECEPTACLEELEC.METERELECTRICAL LAYOUT ARE SIMILIARFOR ALL UNIT, AND MAY NOT REFLECTEXACT OPTIONS FOR INTERIOR OREXTERIOR END UNITSNOTE:DINING ROOMLLL4'-0"SUITE #1BATH #1W.I.C.BATH #2LAU.BEDRM #3BEDRM #2SWHHVAC15 AMP CIRCUITFOR POWER VENT W/SINGLE RECEPTACLES S SSLGFIGFI SSSS GFIGFISSSFAN GFILLLLLLLLLOW VOLTAGESYSTEM RECEPT.LWP SLFANSSDSD/CMDSDSSSD OFFICEMECHERVSOPTWSOUTLET FORFUT. WATERSOFTENERCLCSLROUGH-IN DATAW/ BLANK PLATEDLVENT HOOD TO OUTSIDE APPLIANCES TO BEON A GFCI OUTLETNOTE: ALL KITCHENRGH-IN INSIDECABINET ONLYCELEC FP 12'-0"5'-6"OUTLET INSTALLED20AMP DEDICATEDON SIDE WALL OFFIREPLACE OPGTECHTUBELBROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE KIT.ENTRYCOVEREDELECTRICAL PLAN1/4"=1'-0"1/4"=1'-0"GARAGECLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSA/CThese 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. 2022C5.1X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RK2640 - 1ST FLOORELECTRICAL PLAN2640 - 2ND FLOORSWPWPGFISSWP FOYERLLLLCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSLELEC.METERLLLBEDRM #1#2BATH #1BATHSCLLOW VOLTAGESYSTEM RECEPT.LMECHNOTE: INSTALL ELECMETERS ON THE SIDEOF THE GARAGE ATBALSAM POINTESSSSSLSDS S SDSD/CMDSD/CMDLOFTBEDRM #3BEDRM #4BEDRM #2SDSDGFI GFIFANL S SS LLLLLW.I.C.LSGFIGFISSSSSS S SLLLSSDISP. S VENT HOOD TO OUTSIDE FANLROOMGREATLLLLLLCDINING RM4'-3"ELEC FPL6'-2"5'-11"5'-1"5'-6"5'-0"4'-6"1/2BSSDTCHIMESHCPSMART HOMERECEPTACLESSGFI FANSSSLSSDROUGH-INBLANK PLATEOUTLET INSTALLED20AMP DEDICATEDON SIDE WALL OFFIREPLACE OPGSL22x30ATTICACCESSOPTWSOUTLET FORFUT. WATERSOFTENERWHHVAC15 AMP CIRCUITFOR POWER VENT W/SINGLE RECEPTACLEGFIERVAPPLIANCES TO BEON A GFCI OUTLETNOTE: ALL KITCHENRGH-IN INSIDECABINET ONLYLTECHTUBEBROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE 4-UNIT BUILDINGThese 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. 2022C6.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RKFOUNDATION PLAN1/4"=1'-0"CLBETWEEN UNITSCLBETWEEN UNITS16'-3" M.O.(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH14"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHMIN. 3'-6" BELOW GRADEPOURED CONC. WALL10'-6"20'-9"6'-0"11'-0" 27'-6"POURED CONC. WALL20x8 CONC FTG12" THICK, 3'-6" HIGHPOURED CONC. WALL8" THICK, 3'-6" HIGH16x8 CONC FTG6" CURB, 2" LEDGE6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHPOURED CONC. WALLPOURED CONC. WALL20x8 CONC FTG12" THICK, 3'-6" HIGHUNEXCAVATED26'-0"4'-9"21'-3"16'-3"2'-5 1/2"2'-6 1/2"42'-0"6'-0"UNEXCAVATEDFILL26'-0"15'-0"11'-0"CLBETWEEN UNITSCLBETWEEN UNITS26'-0"26'-0"23'-6"CLBETWEEN UNITSCLBETWEEN UNITS16'-3" M.O.(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH14"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHMIN. 3'-6" BELOW GRADEPOURED CONC. WALL10'-6"20'-9"6'-0"11'-0" 27'-6"POURED CONC. WALL8" THICK, 3'-6" HIGH16x8 CONC FTG6" CURB, 2" LEDGE6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHPOURED CONC. WALLUNEXCAVATED26'-0"4'-9"21'-3"16'-3"2'-5 1/2"2'-6 1/2"UNEXCAVATEDFILL26'-0"15'-0"11'-0"POURED CONC. WALL20x8 CONC FTG12" THICK, 3'-6" HIGH30"X30"X12"PAD FOOTING8'-0" 8'-0"8" THICK, 4'-2" HIGH20"x8" FTG.POURED CONC. WALL6" THICK, 3'-6" HIGH14"x8" FTG.POURED CONC. WALL2'-5 1/2"38'-0"6'-0"55'-0"11'-0"21'-3"4'-9"12" THICK, 3'-6" HIGH16'-3" M.O.(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH14"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHMIN. 3'-6" BELOW GRADEPOURED CONC. WALL10'-6"20'-9"6'-0"11'-0"27'-6"POURED CONC. WALL8" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTGUNEXCAVATEDUNEXCAVATEDFILL16x8 CONC FTG6" CURB, 2" LEDGE27'-6"POURED CONC. WALL6" THICK14x8 CONC FTGMIN. 3'-6" BELOW GRADE6"6"POURED CONC. WALL8" THICK, 3'-6" HIGH16x8 CONC FTG6" CURB, 2" LEDGE12" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTG30x30x12CONC. PAD FTG.24x24x8CONC. PAD FTG.4'-0"16'-3"2'-5 1/2"2'-6 1/2"24x24x8CONC. PAD FTG.26'-0"26'-0"23'-6"30"X30"X12"PAD FOOTING38'-0" 6'-0" 55'-0" 11'-0"21'-3"4'-9"12" THICK, 3'-6" HIGH16'-3" M.O.(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH14"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHMIN. 3'-6" BELOW GRADEPOURED CONC. WALL10'-6"20'-9"6'-0"11'-0" 27'-6"POURED CONC. WALL8" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTGUNEXCAVATEDUNEXCAVATEDFILL16x8 CONC FTG6" CURB, 2" LEDGE27'-6"POURED CONC. WALL6" THICK14x8 CONC FTGMIN. 3'-6" BELOW GRADE6"6"POURED CONC. WALL8" THICK, 3'-6" HIGH16x8 CONC FTG6" CURB, 2" LEDGE12" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTG30x30x12CONC. PAD FTG.24x24x84'-0"16'-3"2'-5 1/2"2'-6 1/2"24x24x89'-7 3/8"5'-5 1/2"4'-1 7/8"1'-0"4'-1"3'-5"4" MAIN SEWERWATER MAINSTUB UP9'-7 3/8"5'-5 1/2"4'-1 7/8"1'-0"4'-1"3'-5"4" MAIN SEWERWATER MAINSTUB UP1'-2"1'-2"2"3'-8"1'-4"1'-4"4'-6"1'-2"1'-2"2"3'-8"1'-4"1'-4"4'-6"THICKENED POURED CONC.WALL 30x30x12 CONC. PAD FTG.THICKENED POURED CONC.WALL 30x30x12 CONC. PAD FTG.EVELETH- 2640 LLOT 43, BLOCK 1 BROOKSHIRE17038 DYSART PLACEFAIRHAVEN - 2645 MFAIRHAVEN - 2645 NLOT 44, BLOCK 1 BROOKSHIRE17040 DYSART PLACELOT 45, BLOCK 1 BROOKSHIRE17042 DYSART PLACEEVELETH- 2640 PLOT 46, BLOCK 1 BROOKSHIRE17044 DYSART PLACEBROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE 1ST FLOOR PLAN1/4"=1'-0"CLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0" 6'-0"26'-0"4'-9"21'-3"27'-6"6"10'-6" 17'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR577 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRGREATROOMHD-FLRDININGHD-FLR3050-3 SHTREATED 2x10's16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCHCLBETWEEN UNITSCLBETWEEN UNITSDWSINK18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSKIT.HD-FLRCOVEREDENTRY26'-0"15'-0"11'-0"8'-0" 6'-0"26'-0"4'-9"21'-3"27'-6"6"10'-6"17'-0"3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW7'-6"7'-6"4'-10"6'-2"4'-0"4'-0"A/C6-0 x 6-8 SGDGARAGESLOPE TO DOORS4" CONC FLOOR577 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-020 AMP.MICRO HOODCIRCUITRANGE10'-8"10'-7"DROPPED HDRFOYERHD-FLRGREATROOMHD-FLRDININGHD-FLR3050-3 SHTREATED 2x10's 16" ON CENTER 3-2x10 BEAMCOVEREDCONC. PORCH4-UNIT BUILDINGThese 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. 2022C7.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RK4'-0" OVERHANG TOP 2X4 WALL, 34 1/2" HIGH OVERHANG TOP2X4 WALL, 34 1/2" HIGHPANTRYREF.ELEC.METERELEC.METERUP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.UP17R1/2BHD-FLR4'-2"5'-1"42" HIGH HALF WALLW/ WOOD TOPPED.PANTRYREF.ROOF TRUSSES INSTALL PER MFRS SPECS9'-6"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMHD-FLRUP17RSLOPE TO DOORS4" CONC FLOOR542 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSDINING RMHD-FLR2X4 WALL, 35" HIGH 26'-0"8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0"55'-0"20 AMP.MICRO HOODCIRCUITRANGEREF.16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x106'-0"3050 SH27'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 11'-0"26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"PRIVACY WALL4'-0"GASMETERMETERSELEC CLEAR FRAMING 2x627'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2"3'-0"DWSINKPAINTED 6X6 ROUGHAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"5'-0"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSGARAGEKIT.HD-FLRGREATROOMHD-FLRUP17RSLOPE TO DOORS4" CONC FLOOR542 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSDINING RMHD-FLR2X4 WALL, 35" HIGH 26'-0"8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD38'-0"6'-0" 55'-0"20 AMP.MICRO HOODCIRCUITRANGEREF.16x7 OVERHEAD DOORCOVEREDENTRY3-0(2) 2x106'-0"3050 SH27'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 11'-0"26'-0"21'-3"10'-7 1/2"10'-7 1/2"4'-9"PRIVACY WALL 4'-0" GAS METERMETERSELEC CLEAR FRAMING 2x627'-6"TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2" 3'-0" DW SINK PAINTED 6X6 ROUGHAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"5'-0"542 SQ. FT. (INSIDE)542 SQ. FT. (INSIDE)GAS METER GAS METER 1/2BHD-FLR5'-6"3'-9" ELEC FP 15'-2"3050 SHPED.1/2BHD-FLR5'-6"3'-9"ELEC FP15'-2"3050 SHPED. ELEC FP PLAN OPTIONSGREAT & DINING RM HD-FLRELECTRIC FIREPLACEEVELETH- 2640 LLOT 43, BLOCK 1 BROOKSHIRE17038 DYSART PLACEFAIRHAVEN - 2645 MFAIRHAVEN - 2645 NLOT 44, BLOCK 1 BROOKSHIRE17040 DYSART PLACELOT 45, BLOCK 1 BROOKSHIRE17042 DYSART PLACEEVELETH- 2640 PLOT 46, BLOCK 1 BROOKSHIRE17044 DYSART PLACEBROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACEPLAN OPTIONSGREAT & DINING RM HD-FLRELECTRIC FIREPLACEPLAN OPTIONSGREAT & DINING RM HD-FLRELECTRIC FIREPLACEPLAN OPTIONSGREAT & DINING RM HD-FLRELECTRIC FIREPLACEELEC FP 4-UNIT BUILDINGThese 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. 2022C8.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RK2ND FLOOR PLAN1/4"=1'-0"CLBETWEEN UNITSCLBETWEEN UNITSSUITE #1CPT.BATH #1HD-FLRBATH#2HD-FLRLAU.HD-FLRBEDRM #3CPT.BEDRM #2CPT.DN17R8'-0"4'-1"3'-8"3'-8"6'-4"4'-0"3'-8" 4'-0"10'-8"4'-8"2'-8"9'-5"12'-1"6'-6"6'-2"15'-0"5'-0"RAILING34x60SHWR60"5-0TUB/SHWR72"WD42" HIGH HALF WALLW/ WOOD TOP6-0 x 6-8 SGD15'-4"2'-6"11'-6"8'-0"2x6 WALL22x30ATTICACCESSDECKCOVEREDMECH.SUBFLOORWHHVACERV2'-6"5'-5"OFFICECPT.3040 SH6'-10"8'-2"W.I.C.CPT.11'-0"15'-0"(3) SHELVES2'-10"7'-7"4-05'-10"5'-10" 3'-2 1/4"4-02-42-44-04-02-62-62-62-82-62-82-42'-4"5'-6 3/4" 1'-1 3/4"6'-0"VENTPIPERADON3'-4 3/4"3'-9 3/4"1'-1"5'-5"24" TOWEL BAR 4'-9"21'-3"10'-8"10'-7"5040 SLIDER5'-2"5'-5"5'-6"5'-2"26'-0"NOTE:LAYOUT WILL VARY PERPLUMB, ELEC, MECH,STRUCT&/OR SITE CONDITIONSMECHANICAL EQUIPMENTNOTE:FRAMER TO ROCK &POLY MECH. RM LIDPANIC PANPANIC PAN(1) SHELF CLBETWEEN UNITSCLBETWEEN UNITS26'-0"CLBETWEEN UNITSSUITE #1CPT.BATH #1HD-FLRBATH#2HD-FLRLAU.HD-FLRBEDRM #3CPT.BEDRM #2CPT.DN17R8'-0"4'-1"3'-8"3'-8"6'-4"4'-0"3'-8" 4'-0"10'-8" 4'-8"2'-8"9'-5"12'-1"6'-6"6'-2"15'-0"5'-0"RAILING34x60SHWR60"5-0TUB/SHWR72"WD42" HIGH HALF WALLW/ WOOD TOP6-0 x 6-8 SGD15'-4"2'-6"11'-6"8'-0"2x6 WALL22x30ATTICACCESSDECKCOVEREDMECH.SUBFLOORWHHVACERV2'-6"5'-5"OFFICECPT.3040 SH6'-10"8'-2"W.I.C.CPT.11'-0"15'-0"(3) SHELVES2'-10"7'-7"4-05'-10"5'-10" 3'-2 1/4"4-02-42-44-04-02-62-62-62-82-62-82-42'-4"5'-6 3/4" 1'-1 3/4"6'-0"VENTPIPERADON3'-4 3/4"3'-9 3/4"1'-1"5'-5"24" TOWEL BAR4'-9"21'-3"10'-8"10'-7"5'-2"5'-5"5'-6"5'-2"26'-0"NOTE:LAYOUT WILL VARY PERPLUMB, ELEC, MECH,STRUCT&/OR SITE CONDITIONSMECHANICAL EQUIPMENTNOTE:FRAMER TO ROCK &POLY MECH. RM LIDPANIC PANPANIC PAN(1) SHELF CLBETWEEN UNITS26'-0"2-6 SRO 2-6 SRO22x30ATTICACCESSW.I.C.CPT.ROOF TRUSSESINSTALL PER MFRS SPECSDN17R 26'-0"8'-0"3'-10"2W 3050 SH9'-6"44'-0"50'-0"2'-2"6'-0 3/4"11'-1 1/4"3050 SH3050 SH4'-3 7/8"HALF WALLW/ WOOD CAP6'-0"3050 SHHALF WALLW/ WOOD TOP2'-6"4'-0"11'-10"2-62-42-65-02-4BATH #2HD-FLR5-0TUB/SHWR 60"24" TOWEL BAR5'-4"CLEAR FRAMING5'-0"2-43'-3"LOFTCPT2-02'-10"10'-8"3050 SH4'-2"4'-2"26'-0"21'-3"3050 SH14'-2"7'-1"4'-9"2'-8"BEDRM #3CPT.BEDRM #4CPT.12'-2"14'-8"2'-0 1/4"11'-10"2'-6"9'-6"1'-0"3'-5"4-011'-8"2-62-83'-8 5/8"2-6BEDRM #2CPT.UTILITYHD-FLR ON LAUNDRY SIDENOTE:FRAMER TO ROCK &POLY MECH. RM LIDNOTE:LAYOUT WILL VARY PERPLUMB, ELEC, MECH,STRUCT&/OR SITE CONDITIONSMECHANICAL EQUIPMENTBEDRM #1CPT.3'-6 1/2"6'-5 1/2"3050 SH2-434x60SHWR2-6 SRO60"2020 FX24" TOWEL BAR4-02-0WDVENTPIPERADON42" HIGH3'-5 1/2"5'-4"CLEAR FRAMING3'-2 3/4"1'-7 1/2"7'-8"WICCPT.BATH #1HD-FLR4'-0 3/4"4'-6"2'-6"1'-10"2X62X6SUBFLR ON MECH SIDE4'-1 7/8"6'-3 1/2"ROOF TRUSSESINSTALL PER MFRS SPECS ROOF TRUSSESINSTALL PER MFRS SPECS5'-0"5'-0" 7'-0" 5'-0"4'-0"22x30ATTICACCESSW.I.C.CPT.ROOF TRUSSES INSTALL PER MFRS SPECSDN17R 26'-0"8'-0"3'-10"2W 3050 SH9'-6"44'-0" 50'-0" 2'-2" 6'-0 3/4"11'-1 1/4"3050 SH3050 SH4'-3 7/8"HALF WALLW/ WOOD CAP6'-0"3050 SHHALF WALLW/ WOOD TOP2'-6"4'-0"11'-10"2-62-42-65-02-4BATH #2HD-FLR5-0 TUB/SHWR 60"24" TOWEL BAR5'-4"CLEAR FRAMING5'-0"2-43'-3"LOFTCPT2-02'-10"10'-8"3050 SH4'-2"4'-2"26'-0"21'-3"3050 SH14'-2"7'-1"4'-9"2'-8"BEDRM #3CPT.BEDRM #4CPT.12'-2"14'-8" 2'-0 1/4"11'-10"2'-6"9'-6" 1'-0"3'-5"4-011'-8"2-62-83'-8 5/8"2-6BEDRM #2CPT.UTILITYHD-FLR ON LAUNDRY SIDENOTE:FRAMER TO ROCK &POLY MECH. RM LIDNOTE:LAYOUT WILL VARY PERPLUMB, ELEC, MECH,STRUCT&/OR SITE CONDITIONSMECHANICAL EQUIPMENTBEDRM #1CPT.3'-6 1/2"6'-5 1/2"3050 SH2-434x60SHWR2-6 SRO 60"2020 FX24" TOWEL BAR4-02-0WDVENTPIPERADON42" HIGH3'-5 1/2" 5'-4" CLEAR FRAMING 3'-2 3/4" 1'-7 1/2"7'-8"WICCPT.BATH #1HD-FLR4'-0 3/4"4'-6"2'-6"1'-10"2X62X6SUBFLR ON MECH SIDE4'-1 7/8"6'-3 1/2"ROOF TRUSSES INSTALL PER MFRS SPECS ROOF TRUSSES INSTALL PER MFRS SPECS 5'-0" 4'-0" 5'-0"5'-0"5040 SLIDER5040 SLIDER5040 SLIDERWH W/HVACERV UP HIGHPANIC PANPANIC PANWH W/ACERV UP HIGHPANIC PANPANIC PANEVELETH- 2640 LLOT 43, BLOCK 1 BROOKSHIRE17038 DYSART PLACEFAIRHAVEN - 2645 MFAIRHAVEN - 2645 NLOT 44, BLOCK 1 BROOKSHIRE17040 DYSART PLACELOT 45, BLOCK 1 BROOKSHIRE17042 DYSART PLACEEVELETH- 2640 PLOT 46, BLOCK 1 BROOKSHIRE17044 DYSART PLACEBROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE 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. 2022CX2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RK9.09'-1 1/8" 10'-7 7/8"4" CONC. FLOOR8'-1 1/8"3/4" SUBFLOOR18" MFD FLOOR TRUSSESMFD TRUSS1242'-0"7 7/16"MFD TRUSS1'-4"1267 7/16"BEDRM #2BEDRMGREATROOMGARAGECOVEREDCONC. PORCHELEVATION M & N1/4"=1'-0"2645 CROSS SECTION41'-0"9'-1 1/8" 10'-7 7/8" 8'-1 1/8"1'-4"1264'-1 7/16"42'-0"MFD TRUSS1242'-0"6"FOYERGREATROOMCOVEREDENTRYAT FOYER1/4"=1'-0"CROSS SECTIONGIRDER TRUSS10'-0"17'-6"23'-6"6'-0"42'-0"1'-4"1267 7/16"1'-4"1267 7/16"COVEREDCONC. PORCH8'-0"8'-0"COVEREDDECK5/4" DECKING2x10 TRTD JOISTS3'-6" 3'-6"ICE & WATEROVER BEAM1241'-0"7 7/16"3'-2"ELEVATION 'J'DORMER9'-1 1/8" 10'-7 7/8"4" CONC. FLOOR8'-1 1/8"3/4" SUBFLOOR18" MFD FLOOR TRUSSESMFD TRUSS1242'-0"7 7/16"MFD TRUSS1'-4"1267 7/16"BEDRM #2BEDRMGREATROOMGARAGEELEVATION Q1/4"=1'-0"2645 CROSS SECTION41'-0"10'-0"17'-6"23'-6"COVEREDCONC. PORCH1'-4"1267 7/16"COVEREDCONC. PORCH8'-0"8'-0"COVEREDDECK5/4" DECKING2x10 TRTD JOISTSGIRDER TRUSS3'-6" 8'-7 1/8" 9'-1 1/8" 10'-7 7/8"8'-1 1/8"26'-0"CLBETWEEN UNITS4'-0"FIRE TREATED PLYWD6'-8" MIN HEADROOM HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA1/2B1/4"=1'-0"SIMILAR AT INTERIOR UNITLONGITUDINAL SECTIONOWNERSENTRYBATH#27'-7"STORAGE3'-0"4'-0"EGRESS WINDOW6"6"MECHOFFICEBATH #2WICREPLACE EXTERIOR WALL W/ PARTY WALL FOR INTERIOR UNITS 3'-0"4'-0"EGRESS WINDOW 16" MAX SPAN FORVINYL SOFFIT PANELS.FRAMERS TO ADD NAILINGSTRIPS AS NEEDED. R703.3.1.216" MAX SPAN FORVINYL SOFFIT PANELS.FRAMERS TO ADD NAILINGSTRIPS AS NEEDED. R703.3.1.216" MAX SPAN FORVINYL SOFFIT PANELS.FRAMERS TO ADD NAILINGSTRIPS AS NEEDED. R703.3.1.2BROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE 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. 2022CX2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RK10.09'-1 1/8" 10'-7 7/8"8'-1 1/8"1'-4"1267 7/16"44'-0"FOYERGREATROOMBEDRM #3COVEREDENTRYAT FOYER1/4"=1'-0"CROSS SECTION6'-0"38'-0"1'-4"1267 7/16" 3'-6" 9'-1 1/8" 10'-7 7/8"4" CONC. FLOOR8'-1 1/8"3/4" SUBFLOOR18" MFD FLOOR TRUSSESMFD TRUSS1267 7/16"BEDRMKITCHENGARAGEELEVATION F & H1/4"=1'-0"CROSS SECTION44'-0"22'-6"19'-0"1'-4"1267 7/16"1/4"=1'-0"SIMILAR AT INTERIOR UNITLONGITUDINAL SECTIONBATH #2BEDROOM #19'-1 1/8" 10'-7 7/8"8'-1 1/8"26'-0"CLBETWEEN UNITS4'-0"FIRE TREATED PLYWD6'-8" MIN HEADROOM HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATAOWNERSENTRY15'-10 1/8"FOYER2X10 LANDINGBATH #23'-6 5/8"18" MFD FLOOR TRUSSES6'-0"LAUND/MECHBEDRM #4LOFT2X10 LANDING2X10 LANDING8'-6"CLOS.5'-0"DININGROOMMFD TRUSSBATH #1REALWOOD COLUMNSW/ SIMPSON POST CAP& BASEUNITS2640 END4'-9 5/8"1'-4"7 7/16"5'-0"MFD TRUSS1242'-0"7 7/16"8'-7 1/8"6"GIRDER TRUSS26402640124126RETURN WALL1/4"=1'-0"2640 INSIDE2615 UNITOUTLINE1/2BUNDERCLOSE OFFSTAIRSTOP OF WD CAP AT ANGLEDSTAIR WALL TO TUCK UNDERAND TIE INTO BOTTOMCAP OF 2ND FLR 1/2 WALLS16" MAX SPAN FORVINYL SOFFIT PANELS.FRAMERS TO ADD NAILINGSTRIPS AS NEEDED. R703.3.1.2BROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE 2x6 TRT.'D SILL PLATEw/SEALER PER SPEC.1" AIR SPACE2x6 STUDS @ 16" O.C. U.N.O.1" AIR SPACE2x6 STUDS @ 16" O.C. U.N.O.(1) LAYER 5/8" TYPE X GYP. BD.OR EQUAL APPLIED TO CLG.3/4" T&G SUBFLOOR OVER FLOORTRUSS, ATTACHMENT PERSPEC2x6 BTM. PLATEDRAFT STOPPING***NOTE: ALL NOTED ITEMSAPPLY TO EACH SIDE OFEVERY UNITINSTALL 1/2" FIRE TREATED PLYWOODFROM CENTERLINE OF COMMONWALL TO A MINIMUM OF 4'-0" BACKINTO EACH SIDE OF THAT UNIT. (TYP.) OF COMMONWALL OF COMMONWALLCONT. CAULK BEAD4" CONC. SLAB OVER 6- MIL.POLY OVER 4" GRANULAR FILLOVER UNDISTURBED SOILANCHOR BOLT REQUIREDSPACING PER CODE.DRAIN TILE IN MIN. 2"STONE BED W/ FABRICOVER TOP (SEE FOUND.PLAN FOR LOCATIONS)UNDISTURBED SOIL18" FLOOR TRUSSESINSTALL PER MANUF. SPECSSOUND INSULATIONSOUND BATT INSULATION PER SPEC.***NOTE: ALL NOTED ITEMSAPPLY TO EACH SIDE OFEVERY UNITATTIC VENTILATIONVENT 1/300th OF ROOF AREA 40%TO 50% NEAR RIDGE REMAINDER INSOFFIT PER IRC SECTION R806PREMANUFACTURED ROOF TRUSSES AT24" O.C. SPACING U.N.O.PASSIVE SUB-SLABDEPRESSURIZATION SYSTEMREQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE1322.2100 TERMINATE 12"ABOVE ROOFPROVIDE RECEPTACLE FOR FUTURERADON FAN VENT PIPE SHALL BEINSTALLED WITH A MINIMUM 24"HORIZONTAL CLEARANCE AND 36"VERTICAL CLEARANCE TO ALLOWFOR FUTURE INSTALLATION OF RADONFAN (ACTIVE SYSTEM)R-49 BLOWN INSULATIONOR EQUAL PER SPEC.MAIN FLOORUPPER FLOOR20x8 FOOTING UNO.GARAGE 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.TRUSSES PER PLANVARIESSEE 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 C H U 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 R806TREATEDSILL PLATEMIN. 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 1322.2100OPENINGS, 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.3/4" 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 SUBFASCIAPROVIDE 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 BDW/ APPROVED SEALANT1/2" 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"CONNECTED TO EACH SIDE10' SECTION OF PERFORATED PIPE2x6 EXTERIOR WALLR-0.62R-21R-N/AR-N/A1/2" GYP BD.R-0.45EXCEPT 80 SF AT THE5/8" GYP BD ON CEILINGSRUNNING 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 CENTERMECHANICAL ROOMOF "T" FITTING IN AGGREGATE1/2"=1'-0"DECK LEDGER SECTION1/2"=1'-0"LEDGER DETAIL6"7-1/4"2x6 EXTERIOR WALL18"FLOORTRUSSES.2""MIN...3/4"1st FLOOR WALLSSUBFLOOR9'-1 1/8"GARAGEWALLS 5 1/2"2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGESPACED 21" O.C. (FOR 6'-0"SUBFLOOR TOTOP OF LEDGEROF LEDGERBLOCKING, LAID FLATTRTD (2) 2X12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2X12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDE(THRU DBL JOIST)INSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BEREAR DECKATTIC VENTILATIONROOF AREA: 1153 SQ. FT.276.72 NET FREE VENT NEEDED AT RIDGE16' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 288 PROVIDEDFULLY VENTED SOFFITSVENT 1/300th OF ROOF AREA40% TO 50% NEAR RIDGEREMAINDER IN SOFFITPER MRC SECTION R806276.72 NET FREE VENT NEEDED AT SOFFIT10'-1 3/4"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. 2022CX2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLPERMIT/CONSTRUCT: 8-21-24-RK4'-0"5'-0"NO OPENINGS WITHIN5'-0" OF CENTERLINE OF AIR SPACE3'-6"4'-0"5'-0"ALL EXTERIOR FOOTINGS TO BEMINIMUM 42" BELOW FIN. GRADE12" POURED CONC WALL(1) LAYERS 5/8" TYP 'X' GYP. BD.(1) LAYERS 5/8" TYP 'X' GYP. BD.FOR FUTURERADON FANPROVIDE RECEPTACLE1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAM(HORIZONTALLY AT PLATE LINES,VERTICALLY AT 10'-0" INTERVALS)USP LTS19-TZ(4) PER DECK RATED AT 750 # EACHLATERAL LOAD CONNECTION:-ENDS STRAPS MAX. 24" FROM END OF LEDGER-INTERMEDIATE STRAPS SPACED EVENLYOF LEDGER-3/8" DIA. LAG BOLTS REQUIRE 3" MIN. PENETRATION THRU OSB RIM & FLR TRUSSTO 8'-0" LONG JOIST SPANS)RUBBER GASKETSILL SEALERANCHORED AT DBL 2X4 BLOCKINGTOP AND BOTTOMDRAFT STOPPING(HORIZONTALLY AT PLATE LINES,VERTICALLY AT 10'-0" INTERVALS)FLOOR INSULATION-SEE PLAN FOR LOCATIONS(1) LAYER 5/8" GYP. BD. OR EQUALAPPLIED TO CLG.1"=1'-0"PARTITIONS @ PARTY WALL DETAIL2424242426245/8" ROCK - 5" WIDE5/8" ROCK - 3 1/2" WIDE2626245/8" ROCK - 7" WIDE5/8" ROCK - 5 1/2" WIDE262624245/8" ROCK - 7" WIDE5/8" ROCK - 5 1/2" WIDE2X4 WALLS2X6 WALLS5/8" ROCKCL6"7 1/4"FLASHING ABOVEDOORTHRESHOLD1 1/2"2x8 LEDGERTRTD 2X8 JOISTS16" O.C.(8) 10d COMMON NAILS5/4" DECKINGRIM BOARD1-1/8" OSB18" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHERDBL. 2X4 BLOCKINGAT USP STRAP LOCATIONS5-1/4"x7-1/4" VERSA-LAM1/2" DIA. LAG BOLTS3/8" DIA. LAG BOLTS5/4x8 TOE KICKRIPPED TO FIT16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.R-0.62R-21R-N/AR-N/A1/2" GYP BD.R-0.452x6 EXTERIOR WALL11.08'-0"REQUIRED ATCLBETWEEN UNITS1/2"=1'-0"PARTY WALL ATJOG CONDITION1/2" EXT. SHEATHING1/2" EXT. SHEATHING3.5" MIN. POLYURETHANE FOAMAT PERIMETER R=209'-1 1/8"APPROX. WEIGHT: CEMENT-COATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. (NLB)Source: GA-600-2009, 19th Eddition, Fire Resistance Design ManualGA File No. WP3640, Generic 1 hour fire wall ANGLES TO EADH SIDE OF EITHER 2x3 OR 2x4 WOOD STUDS, TURNED FLATWISE, 24" O.C. WITH 6dUL Design U338FIRE TEST:UL, 9-12-96,ONE LAYER 5/8" TYPE-X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHTAPPROX. WEIGHT:7 PSFTHICKNESS:2-7/8" O.C. FACE LAYER 1/2" TYPE-X GYPSUM WALBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO STUDS OVER BASE LAYER AND TO TOP AND BOTTOM PLATES WITH 8D COATED NAILS, 2-3/8"INNER LAYER 5/8" TYPE-X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL WITH 6DSource: GA-600-2009, 19th Eddition, Fire Resistance Design ManualGA File No. WP3812, Generic 2 hour fire wall w/ 55 to 59 STC 2x4 WOOD STUDS 24" O.C. WITH 6d COATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 16"FIRE TEST:SOUND TEST:SEE WP 3810ESTIMATED BASED ON WP3810BASE LAYER 1/2" TYPE-X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO LONG, 0.099" SHANK, 9/32" HEADS, 8" O.C. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. COATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 8" O.C. JOINTS IN INNER LAYER NEED NOT BE TAPED.SECOND WALL DUPLICATE OF FIRST WALL AND SEPARATED BY 1" SPACE. WALLS INDEPENDTLY LOADED.(RAL TL73-224, 7-30-73;15 PSFTHICKNESS:11-1/4" SOUND TESTED WITH 3-1/2" GLASS FIBER INSULATION, 0.75 PCF, FRICTION FIT IN STUD SPACES. (LOAD- BEARING)(FM WP 297, 1-5-73)RAL TL73-224, 7-30-73;)WP 3812WP 3640WP 3640WP 3812COMMON WALL SECTION1/2"=1'-0"FIRERATED GYP BDRETURN WALLS3/4" SUBFLOORLAG SCREWS OR1/2" DIAMETEREQUIV. LEDGERLOKSIMPSON DTT1Z ORSIMPSON DTT1Z OR(1) LAYERS OF 5/8" TYPE "X"DRYWALL (UNIT SIDE)SINGLE LADDER TRUSS1" AIR SPACE3/4" T&G SUBFLOOR(1) LAYER OF 5/8" DRYWALL AT CLG.2x6 WALL 2x6 WALL 2x4/2X6 WALL UPPER FLOORMAIN FLOOR(1) LAYERS OF 5/8" TYPE "X"DRYWALL (AIR SPACE SIDE)5'-7/8"5-7/8"7'-7/8"7-7/8"SEE PLAN 2x4/2X6 WALL SEE PLAN System Performance-At Floor Trusses1 HR Fire Rated (Each Side)GA Design No. WP-3640UL DESIGN U33813 34 "-or-15 34 "System Performance2 HR FireGA Design No. WP-381255-59 STC SoundSystem DescriptionFire Rated Wood Stud Partition (Chase Walls)- 2 Outer Layers 5/8" Type X Gyp Board (Joints offset 24" Between Base Layer and Face layer)- 2x4 or 2X6 wood studs 16" o.c.- Sound Insulation, Friction Fit- 1 Inner Layer of 5/8" type X Gyp Board (joints do not need to be taped)- Second Wall is a Duplicate of 1st Wall and Seperated by a 1" Air Space2x10 CAP2x10 BASEREALWOOD COLUMN2x10 CEDAR CAPREALWOOD COLUMNDETAIL1/4"=1'-0"PORCH COLUMN30°CAULK TOP OFCOLLAR TO COLUMNATTACH PERMANUF. SPECSHOLD COLLARS 1/2" MINABOVE FLOOR/SURFACEMETAL POST BASESPRAY FOAMRIMSystem Performance-At Attic1 HR Fire Rated (Each Side)GA Design No. WP-3640UL DESIGN U338(1) LAYER 5/8" TYP 'X' GYP. BD.OVER WALL PLATESTOP/SILL PLATE W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.SUBFLOOR W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.TO TOP & BOTTOM OFATTACH 1-1/8" OSB RIM BDFLOOR MEMBERSW/ 8D NAILS @ 19.2' OC1/2"=1'-0"OVER UNCONDITIONED SPACEFLOOR DETAILLIVABLE SPACEGARAGER-30 BLOWN-IN INSULATION3/4" SUBFLOOR6" ROUND DUCTWORKFLOOR TRUSSESR-8 INSULATION WRAP5/8" TYPE 'X' GYP. BD.18"SPRAY FOAM INSUL.AROUND DUCTWORKCLOSED CELL1" CLOSED CELLSPRAY FOAMFOR ONE, WHEN THE LENGTH AND HEAD DIAMETER OF THE SCREWS EQUAL OR EXCEED THOSE OF THE NAILS Source: GA-600-2009, 19th Eddition, Fire Resistance Design ManualSCREWS MEETING ASTM C1002 SHALL BE PERMITTED TO BE SUBSTITUTED FOR THE PRESCRIBED NAILS, ONEGENERAL NOTES: SECTION 4.SPECIFIED IN THE TESTED SYSTEM AND THE SCREW SPACING DOES NOT EXCEED THE SPACING SPECIFIEDFOR THE NAILS IN THE TESTED SYSTEM.REASSIGNED #'s:WP3810 RENUMBERED AS WP4232WP3812 RENUMBERED AS WP4233BROOKSHIRELOTS 43-46, BLOCK 1PERMIT/CONSTRUCTION PLANS17038-17044 DYSART PLACE 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 Horton2640 Eveleth LAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 1 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Dave B.Checked By:Justin H.Release Date:2-14-24Revision Date:2-21-24Lack 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. Products PlotID Length Product Plies Net Qty B1 22' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2 Pt1 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 B2 10' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B6 8' 0" 2 x 8 SPF No.1/No.2 2 2 Wall Framing PlotID Length Product Plies Net Qty B3 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B4 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 B5 4' 0" 2 x 10 SPF No.1/No.2 2 8 B4 B3 B5B5B5 B1B6 B2B5 Girder Truss Pt1 Pt1 26' 0" 1 1/8"1/2" 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. 18" Floor Trusses 18" Floor Trusses Floor Truss Dropped Flush PSL column through bottom plate PSL column through bottom plate Knee Wall Hangered to Girder Truss per Truss Mfg. to support snow and wall loads from above. Floor Truss to support wall and snow loads from above Header designed to meet L/600 TL deflection for stone.Customer:Job Name:Plan/Model#:DR Horton2640 Eveleth LAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Dave B.Checked By:Justin H.Release Date:2-14-24Revision Date:2-21-24SALES 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. Wall Framing PlotID Length Product Plies Net Qty B1 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B2 4' 0" 2 x 10 SPF No.1/No.2 2 14 B1 B2 B2 B2B2 B2B2 26' 0" 1/2"1 1/8"B22-Trimmers 2-Trimmers 2-Trimmers 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.Roof TrussesCustomer:Job Name:Plan/Model#:DR Horton2640 Eveleth LAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Dave B.Checked By:Justin H.Release Date:2-14-24Revision Date:2-21-24SALES 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 B1 22' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 Pt1 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 B4 6' 0" 2 x 10 SPF No.1/No.2 2 4 B6 6' 0" 2 x 8 SPF No.1/No.2 2 2 Wall Framing PlotID Length Product Plies Net Qty B2 10' 0" 3 1/2" x 11 7/8" 1.55E TimberStrand LSL 1 1 B3 8' 0" 2 x 10 SPF No.1/No.2 2 2 B5 4' 0" 2 x 10 SPF No.1/No.2 2 6 Rim PlotID Length Product Plies Net Qty Not Shown 16' 0" 1-1/8"x18" OSB Rim 1 2 B2 B3B5 B5 Girder Truss B6B4 B1B426' 0" 1 1/8"1 1/8" B5 Pt1 Pt1 Roof Trusses18" Floor Trusses 18" Floor Trusses Roof TrussesD.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-Trimmers Floor Girder Rim at back and side wall only for deck ledger per plan. Dropped FlushFlush 1 Trimmer Each End PSL through bottom plates PSL through bottom plates 18" Knee Wall Hangered to Girder Truss per Truss Mfg. to support snow and wall loads from above. CAUTION: this layout is a mirror image of the original model. Please review all materials for accuracy to ensure bevel cuts, skewed hangers, and other angled output are reported correctly.Customer:Job Name:Plan/Model#:DR Horton2645 Fairhaven MAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Dave B.Checked By:Justin H.Release Date:2-14-24Revision Date:2-21-24SALES 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 B1 12' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 Wall Framing PlotID Length Product Plies Net Qty B2 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B3 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 2 B4 4' 0" 2 x 10 SPF No.1/No.2 2 2 Tall Wall Material PlotID Length Product Plies Net Qty Not Shown 20' 0" 2x6 SPF 1 9 Not Shown 18' 0" 2x6 SPF 1 3 B3B3 B4 B2 B1 26' 0" 1 1/8"1 1/8" 2 Trimmers Roof TrussesD.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. Dropped Tall Wall Studs - (1) 2x6 SPF @ 12" oc Column - (3) 2x6 SPF CAUTION: this layout is a mirror image of the original model. Please review all materials for accuracy to ensure bevel cuts, skewed hangers, and other angled output are reported correctly.Customer:Job Name:Plan/Model#:DR Horton2645 Fairhaven MAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Dave B.Checked By:Justin H.Release Date:2-14-24Revision Date:2-21-24SALES 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 B1 22' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2 Pt1 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 B4 6' 0" 2 x 10 SPF No.1/No.2 2 4 B6 6' 0" 2 x 8 SPF No.1/No.2 2 2 Wall Framing PlotID Length Product Plies Net Qty B2 10' 0" 3 1/2" x 11 7/8" 1.55E TimberStrand LSL 1 1 B3 8' 0" 2 x 10 SPF No.1/No.2 2 2 B5 4' 0" 2 x 10 SPF No.1/No.2 2 6 Rim PlotID Length Product Plies Net Qty Not Shown 16' 0" 1-1/8"x18" OSB Rim 1 2 B2 B3B5 B5 Girder Truss B6 B4B1 B426' 0" 1 1/8"1 1/8" B5 Pt1Pt1 Roof Trusses18" Floor Trusses 18" Floor Trusses Roof TrussesD.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-Trimmers Floor Girder Rim at back and side wall only for deck ledger per plan. Dropped Flush Flush 1 Trimmer Each End PSL through bottom plates PSL through bottom plates 18" Knee Wall Hangered to Girder Truss per Truss Mfg. to support snow and wall loads from above. Header designed to meet L/600 TL deflection for stone.Customer:Job Name:Plan/Model#:DR Horton2645 Fairhaven N,QAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Dave B.Checked By:Justin H.Release Date:2-14-24Revision Date:2-21-24SALES 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 B1 12' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 Wall Framing PlotID Length Product Plies Net Qty B2 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B3 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 2 B4 4' 0" 2 x 10 SPF No.1/No.2 2 2 Tall Wall Material PlotID Length Product Plies Net Qty Not Shown 20' 0" 2x6 SPF 1 9 Not Shown 18' 0" 2x6 SPF 1 3 B3 B3 B4 B2 B1 26' 0" 1 1/8"1 1/8" 2 Trimmers Roof TrussesD.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. Dropped Tall Wall Studs - (1) 2x6 SPF @ 12" oc Column - (3) 2x6 SPF Customer:Job Name:Plan/Model#:DR Horton2645 Fairhaven N,QAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Dave B.Checked By:Justin H.Release Date:2-14-24Revision Date:2-21-24SALES 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 Pt1 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 B1 22' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2 B2 10' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B6 8' 0" 2 x 8 SPF No.1/No.2 2 2 Wall Framing PlotID Length Product Plies Net Qty B3 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B4 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 B5 4' 0" 2 x 10 SPF No.1/No.2 2 8 B4B3 B5B5B5 B1 B6B2B5 Girder Truss Pt1Pt1 26' 0" 1 1/8"1/2" 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. 18" Floor Trusses 18" Floor Trusses Floor Truss Dropped Flush PSL column through bottom plate PSL column through bottom plate Knee Wall Hangered to Girder Truss per Truss Mfg. to support snow and wall loads from above. Floor Truss to support wall and snow loads from above CAUTION: this layout is a mirror image of the original model. Please review all materials for accuracy to ensure bevel cuts, skewed hangers, and other angled output are reported correctly.Customer:Job Name:Plan/Model#:DR Horton2640 Eveleth PAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Dave B.Checked By:Justin H.Release Date:2-14-24Revision Date:2-21-24SALES 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. Wall Framing PlotID Length Product Plies Net Qty B1 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1 B2 4' 0" 2 x 10 SPF No.1/No.2 2 14 B1B2 B2B2 B2 B2 B226' 0" 1/2"1 1/8"B22-Trimmers 2-Trimmers 2-Trimmers 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.Roof TrussesCAUTION: this layout is a mirror image of the original model. Please review all materials for accuracy to ensure bevel cuts, skewed hangers, and other angled output are reported correctly.Customer:Job Name:Plan/Model#:DR Horton2640 Eveleth PAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Dave B.Checked By:Justin H.Release Date:2-14-24Revision Date:2-21-24SALES 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. DescriptionMarch 9, 2022Project Number:Date:0.148S11Sheets: of2Print Name:Signed: License Number:Date: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.D R Horton 20860 Kenbridge Court #100Lakeville, MN 550442600 Row HomesMinnesota 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.DateRevisionGarrett Brunell3-9-2252600COPYRIGHT HANSON GROUP, LLC 2022©(12-FT) ONE-SIDED (12-FT) ONE-SIDED (4-FT) (4-FT)(4-FT)(4-FT)(12-FT)(3-FT)(3-FT)(3-FT)(3-FT)(12-FT) ONE-SIDED (12-FT) ONE-SIDED (4.2-FT)(13.1-FT)(3-FT)(3-FT)(3-FT)(3-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(6-FT) (6-FT) ONE-SIDED (6-FT) ONE-SIDEDMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLAN2620 LEFT END UNIT(12-FT) ONE-SIDED (12-FT) ONE-SIDED (4-FT) (4-FT)(4-FT)(4-FT)(12-FT)(3-FT)(3-FT)(3-FT)(3-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLAN2620 RIGHT END UNITMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLAN2645 GARAGE RIGHT UNIT(12-FT) ONE-SIDED (12-FT) ONE-SIDED (3-FT)(3-FT)(3-FT)(3-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(6-FT) (6-FT) ONE-SIDED (6-FT) ONE-SIDEDMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY4S1REFERENCE PLAN2645 GARAGE LEFT UNITCONSTRUCTPORTAL FRAME ASSHOWN IN 5/S2CONSTRUCTPORTAL FRAME ASSHOWN IN 5/S2CONSTRUCTPORTAL FRAME ASSHOWN IN 5/S2CONSTRUCTPORTAL FRAME ASSHOWN IN 5/S2INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED 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" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 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 CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INNOTE 3, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.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)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 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 LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR 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 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 TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.HARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTSCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR ROW TOWNHOMES CONSISTING OF MULTIPLE2620 AND 2645 UNITS ARRANGED IN THREE TO SIX UNIT CONFIGURATIONS. CONSTRUCTION IS TO BE IN ACCORDANCEWITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.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 PANELEDGES AND 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 AND12" 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"IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.THE COVERED DECKS AND ENTRIES ARE CONSIDERED TO BE PRIMARILY OPEN NON-ESSENTIAL PORTIONS OF THESTRUCTURE AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE RESISTING SYSTEM. PROVIDE POSTUPLIFT AND LEDGER TENSION CONNECTIONS PER CODE.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODE(4.2-FT)(13.1-FT) (6-FT)(4.8-FT)(5.9-FT)(7-FT)(7-FT)ONE-SIDEDONE-SIDED(4-FT)(4-FT)(4-FT)(4-FT)(6-FT)(4.9-FT)(4.8-FT)(7-FT)(7-FT) ONE-SIDEDONE-SIDED (4-FT) (4-FT)(4-FT)(6-FT)(4.8-FT)(5.9-FT)(4.8-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEONE-SIDEDONE-SIDED (7-FT)(7-FT)ONE-SIDEDONE-SIDED (4-FT) (4-FT)(4-FT)(4-FT)(6-FT)(4.9-FT)(4.8-FT)BRACEDWALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(7-FT)(7-FT) ONE-SIDEDONE-SIDED (4-FT) (4-FT)(4-FT)(4.8-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEONE-SIDEDONE-SIDEDUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY1S2REFERENCE PLAN2620 LEFT END UNITUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S2REFERENCE PLAN2620 RIGHT END UNITUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S2REFERENCE PLAN2645 GARAGE RIGHT UNITUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY4S2REFERENCE PLAN2645 GARAGE LEFT UNITS2FRAMING DETAILGARAGE FRONT PORTAL FRAME5NOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED OTHERWISE.2'-612"±16'-3"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (2) 2x6 FULLHEIGHT STUDS EACH END OF HEADERCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)LOCATE 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 WALL ABOVE HEADER AS REQ'DFOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADERLARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED &TO PLATES / BLOCKING @ 3" O.C.)SIMPSON 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.FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION6S2FRAMING DETAILSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 6/S2 FOR ALTERNATIVE OPTION)(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED) w/ 2" x 2" x 316" PLATE WASHERS (ONLY ONE BOLT REQUIRED AT PARTY WALL)2'-612"±1'-978"± MIN. ATPARTY WALLw/FIRE RATEDASSEMBLY TOEXTERIORSHEATHINGDescriptionProject Number:Date:S22Sheets: of2Print Name:Signed: License Number:Date: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.D R Horton 20860 Kenbridge Court #100Lakeville, MN 550442600 Row HomesMinnesota 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.DateRevisionGarrett Brunell52600COPYRIGHT HANSON GROUP, LLC 2022©0.148March 9, 20223-9-221'-978"± MIN. ATPARTY WALLw/FIRE RATEDASSEMBLY TOEXTERIORSHEATHING DescriptionMarch 9, 2022Project Number:Date:1.542S11Sheets: of1Print Name:Signed: License Number:Date: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.D R Horton 20860 Kenbridge Court #100Lakeville, MN 550442635 Row HomeMinnesota 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.DateRevisionGarrett Brunell3-9-2252600COPYRIGHT HANSON GROUP, LLC 2022©MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLAN2635 LEFT END UNITMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLAN2635 RIGHT END UNITINDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED 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" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 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 CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INNOTE 3, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.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)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 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 LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR 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 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 TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.HARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTSCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A 2635 UNIT ROW TOWNHOME CONSISTINGOF MULTIPLE 2600 SERIES UNITS ARRANGED IN FOUR UNIT CONFIGURATIONS. SEE PREVIOUS ENGINEERING UNDERTHE HANSON GROUP PROJECT #0.148 AND #1.542 FOR OTHER UNITS. CONSTRUCTION IS TO BE IN ACCORDANCE WITHTHIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.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 PANELEDGES AND 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 AND12" 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"IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.THE COVERED ENTRY IS CONSIDERED TO BE A PRIMARILY OPEN NON-ESSENTIAL PORTION OF THE STRUCTUREAND IS EXCLUDED FROM THE OVERALL MAIN WINDFORCE RESISTING SYSTEM. PROVIDE POST UPLIFT AND LEDGERTENSION CONNECTIONS PER CODE.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODE(5-FT) ONE-SIDED (4-FT) (4-FT)(4-FT)(4-FT)(6-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLAN2635 LEFT END UNITUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY4S1REFERENCE PLAN2635 RIGHT END UNIT(12-FT) ONE-SIDED (12-FT) ONE-SIDED BRACEDWALL LINECONSTRUCTSHEARWALL ASSHOWN IN 5/S1,MIRRORED(12-FT) ONE-SIDED (12-FT) ONE-SIDED (4-FT)(4-FT)(4-FT)(8-FT)(4-FT)BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINECONSTRUCTSHEARWALL ASSHOWN IN 5/S1(8-FT)(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINE(4-FT)(4-FT)S1FRAMING DETAILGARAGE FRONT PORTAL FRAME5NOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED OTHERWISE.2'-612"±16'-3"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (2) 2x6 FULLHEIGHT STUDS EACH END OF HEADERCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)LOCATE 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 WALL ABOVE HEADER AS REQ'DFOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADERLARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED &TO PLATES / BLOCKING @ 3" O.C.)SIMPSON 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.FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION6S1FRAMING DETAILSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 6/S1 FOR ALTERNATIVE OPTION)(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED) w/ 2" x 2" x 316" PLATE WASHERS1'-978"± MIN. ATPARTY WALLw/FIRE RATEDASSEMBLY TOEXTERIORSHEATHING(8-FT)(8-FT)(2.5-FT)(3.4-FT)(3.4-FT)(5-FT) ONE-SIDED (5-FT) ONE-SIDED (5-FT) ONE-SIDED (4-FT) (4-FT)(4-FT)(4-FT)(6-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(2.5-FT)(3.4-FT)(3.4-FT)(5-FT) ONE-SIDED (5-FT) ONE-SIDED (4-FT) (4-FT)