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Plans 17041-43-45-47 Dysart Pl
AT 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-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-RKFRONT ELEVATION3/16"=1'-0"REFSIDING LEGENDANOT USEDLAP SIDING - CEMENT BDPRODUCTCBD5" TRIM - CEMENT BDEBOARD & BATTEN- C. BDFSHAKES-CEMENT BDGNOT USEDBROOKSHIRE - 4-UNIT BUILDING4:12 PITCH8'-0"2W 3020 FXR.O. 72 1/8" X 24"880 SF FRONT FASCADE - 100% HARDIBOARD231 SQ FT STONE - 28.07% (25% MIN REQ'D)389 SQ FT SIDING - 44.2% (MAX OF 75%)220 SQ FT BOARD-N-BATTEN - 25.0%24 SQ FT SHAKES - 2.72%NOT USEDFRONT TAKEOFF:2x10 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 - 4.90%2111 SQ FT SIDING - 44.80%1674 SQ FT BOARD-N-BATTEN - 35.53%680 SQ FT SHAKES - 14.43%OVERALL BLDG: 4712 SFWHOLE BUILDING TAKEOFF (ALL 4 SIDES):NO 1 MATERIAL TYPE IS TO EXCEED 60% COVERAGE4'-0"FIREPLY - 4'-0" FROM CENTERLINE 6:124:12FIREPLY - 4'-0" FROM CENTERLINE 6:124'-0"4'-0"FIREPLY - 4'-0" FROM CENTERLINE 6:124:126:1215' RIDGE VENTBOX VENTBOX VENT8:128:126' RIDGE VENT16'-0"4:126:1215' RIDGE VENTBOX VENTBOX VENT6:126:12XXXXX4:12 PITCHSTEEL PANEL OVERHEAD DOORADDRESS NUMBERCLBETWEEN UNITS4'-0"4'-0"FIRE-TREATEDPLYWOODFIRE-TREATEDPLYWOODCLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOODEAFLASE CORNER CLBETWEEN UNITS4'-0"FIRE-TREATEDPLYWOODAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDSTEEL PANEL OVERHEAD DOOR4:12 PITCH4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD226 TOTAL FASCADE 57 SQ FT STONE = 25.22%210 TOTAL FASCADE 54 SQ FT STONE = 25.71%ADDRESS STONEXXXXXSTEEL 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 PITCH210 TOTAL FASCADE 58 SQ FT STONE = 27.62%234 TOTAL FASCADE 78 SQ FT STONE = 33.33%4:12 PITCHSOFFIT LIGHTSA6:124:126:124:126:1215' RIDGE VENTBOX VENTBOX VENT6:12FIREPLY - 4'-0" FROM CENTERLINE 4'-0"6:124:126:124:126:1215' RIDGE VENTBOX VENTBOX VENT6:12FIREPLY - 4'-0" FROM CENTERLINE 4'-0"4'-0"FIREPLY - 4'-0" FROM CENTERLINE 4:12ROOF PLAN3/16"=1'-0"BROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 DYSART PLACEEVELETH- 2640 LLOT 35, BLOCK 1 BROOKSHIRE17047 DYSART PLACEFORESTON - 2665 MFORESTON - 2665 NLOT 36, BLOCK 1 BROOKSHIRE17045 DYSART PLACELOT 37, BLOCK 1 BROOKSHIRE17043 DYSART PLACEEVELETH- 2640 PLOT 38, BLOCK 1 BROOKSHIRE17041 DYSART PLACEGRADE = 944.5GRADE = 944.5GRADE = 943.5GRADE = 943.5 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-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-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"SIDE ELEVATIONS3/16"=1'-0"6:12 PITCHA6:12 PITCH6:12 PITCHREAR ELEVATION3/16"=1'-0"PLUMBING VENTRADON VENT1/2 BATHBATH #2BATHLAUNDRYOWNERSFURNACE EXHAUSTERV EXHAUSTA/C UNIT2x6:12 PITCHA/C UNIT2x4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOOD4'-0"FIRE-TREATEDPLYWOODDA124FDESIDE ELEVATIONS3/16"=1'-0"1206 SF TOTAL FASCADE - 100 % HARDI BOARD481 SQ FT SIDING - 40.15% (NOT TO EXCEED 75%)397 SQ FT BOARD-N-BATTEN - 32.94%328 SQ FT SHAKES - 26.91%SIDE TAKEOFF (x2):EDALAUNDRYED355 TOTAL FASCADE - 100% HARDIBOARD190 SQ FT SIDING - 53.52% (NOT TO EXCEED 75%)165 SQ FT BOARD-N-BATTEN - 46.48%REAR TAKEOFF(2640/2665 X4):1420 TOTAL REAR FASCADE - 100% HARDIBOARD760 SQ FT SIDING - 53.52% (NO 1 MATERIAL TO EXCEED 75%)660 SQ FT BOARD-N-BATTEN - 46.48%OVERALL REAR ELEVATION:BROOKSHIRE126PRIVACY WALL PRIVACY WALLPRIVACY WALL PRIVACY WALLPRIVACY WALLA/C UNIT2xALAUNDRYEDA/C UNIT2xALAUNDRYEDBROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 DYSART PLACEDA124FDE1264'-0"TOP = 944.5BOTTOM = 943.5RETAINING WALL:RETAINING WALL BEYONDGRADE = 943.5GRADE = 943.5GRADE = 944.5GRADE = 944.5GRADE = 943.5GRADE = 943.5GRADE = 944.5GRADE = 944.5 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-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-RKCLBETWEEN 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"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"5'-0" 2'-0"16" THICK POURED CONC. WALL36x36x14 CONC. PAD FTG.2665 FORESTON INT UNITFOUNDATION PLAN1/4"=1'-0"CLBETWEEN UNITS26'-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. WALL20x8 CONC FTGUNEXCAVATEDUNEXCAVATEDFILL27'-6"POURED CONC. WALL8" THICK, 3'-6" HIGH16x8 CONC FTG6" CURB, 2" LEDGEFOR KITCHEN ISLANDSLEEVE/CONDUIT12" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTG24x24x8CONC. PAD FTG.4'-0" 5'-2"CLBETWEEN UNITS12" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTG9'-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. WALLBROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 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. 2022C4.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-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 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 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. 2022C5.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-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"20 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 DOOR2-8(2) 2x104'-3 3/4"9'-7 3/8"2-427'-0"20'-1 1/8"ON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 4'-3 7/8"11'-0"770 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"METERSELEC4'-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" 6'-0 3/4"11'-1 1/4"3050 SH4'-3 7/8"ANGLED WALLW/ WOOD CAP6'-0"3050 SH2'-6"4'-0"2-62-42-65-02-4BATH #2HD-FLR6'-8"60"24" TOWEL BAR5'-4"CLEAR FRAMING2-4LOFTCPT2-02'-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"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 SRO24" TOWEL BAR4-0WDVENTPIPERADON4'-0" 3'-8" CLEAR FRAMING 7'-8"WICCPT.BATH #1HD-FLR4'-0 3/4"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"5'-6"1'-8"18-1/4"x44-1/2"S/ROPTIONAL ELEC 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" DWSINKPAINTED 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.2-43'-9 5/8"4'-10"VENTPIPERADON2'-6"6'-0"2x62-41'-0"3'-5"1'-1"4'-1"UNDERCLOSE OFFSTAIRS11 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 5'-1"OPT ELEC FPCOVEREDENTRY3-0(2) 2x1029 SQ. FT.2'-0 1/2"2'-0 5/8"WINDOW & DOOR SCHEDULE-2635 UPPERCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#BEDROOM #420.310.31BEDROOM #310.310.31WINDOW & DOOR SCHEDULE-2635 MAINCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138 1/4" X 83 1/4FOYER0.231GREAT ROOM110.3172 1/8" X 81"0.326068 SGDKITCHEN2W 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 SH36 1/4" X 60 1/4"3050 SH5'-6 1/2"5-0 TUB/SHWR 5'-0"2'-9"60"2-02665 FORESTON-INT UNITS3'-5 1/2"5'-4" 3'-2 3/4"4'-9"2'-7"6'-3 1/2"2665 FORESTON-INT UNITSBROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 DYSART PLACENOTE: FIREPLACESELECTED ON LOT 36 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. 2022C6.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-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 ONLYLBROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 DYSART PLACETECHTUBE 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. 2022C6.1X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-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 ONLYLBROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 DYSART PLACENOTE: FIREPLACESELECTED ON LOT 36TECHTUBE FOUNDATION 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. 2022C7.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-RKCLBETWEEN UNITSCLBETWEEN UNITS16'-3" M.O.(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH14"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE20'-9"11'-0"27'-6"POURED CONC. WALL20x8 CONC FTG12" THICK, 3'-6" HIGHPOURED CONC. WALL8" THICK, 3'-6" HIGH16x8 CONC FTG6" CURB, 2" LEDGEPOURED CONC. WALL20x8 CONC FTG12" THICK, 3'-6" HIGH26'-0"4'-9"21'-3"16'-3"2'-5 1/2"2'-6 1/2"38'-0"UNEXCAVATED26'-0"CLBETWEEN UNITSCLBETWEEN UNITS26'-0"26'-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 GRADE20'-9"11'-0" 27'-6"26'-0"4'-9"21'-3"16'-3"2'-5 1/2"2'-6 1/2"UNEXCAVATED26'-0"2'-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.16'-3"2'-5 1/2"2'-6 1/2"24x24x8CONC. PAD FTG.26'-0"26'-0"38'-0" 6'-0" 55'-0" 11'-0"21'-3"4'-9"16'-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" HIGHUNEXCAVATEDUNEXCAVATEDFILL16x8 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" LEDGE30x30x12CONC. PAD FTG.24x24x816'-3"2'-5 1/2"2'-6 1/2"24x24x8POURED CONC. WALL8" THICK, 3'-6" HIGH16x8 CONC FTG6" CURB, 2" LEDGE6" THICK, 3'-6" HIGHPOURED CONC. WALL12x8 CONC FTG6" THICK, 3'-6" HIGHPOURED CONC. WALL12x8 CONC FTG6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 3'-6" HIGHMIN. 3'-6" BELOW GRADEPOURED CONC. WALLPOURED CONC. WALL6" THICK14x8 CONC FTGMIN. 3'-6" BELOW GRADEUNEXCAVATEDUNEXCAVATEDFILLFILL9'-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 UP9'-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 UP4'-0" 4'-0"1'-4"2"4'-6"1'-4"16" THICKENED CONC. WALL36x36x14 CONC. PAD FTG.1'-4"2"4'-6"1'-4"16" THICKENED CONC. WALL36x36x14 CONC. PAD FTG.BROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 DYSART PLACE944.5943.5944.5943.5 4'-0"POURED CONC. WALL8" THICK, 4'-6" HIGH16x8 CONC FTG6" CURB, 2" LEDGE12" STEP INFOOTING4'-0"12" STEP INFOOTING6" CURB, 2" LEDGE EA. SIDE 18x8 CONC FTG10" THICK, 4'-6" HIGHMIN. 3'-6" BELOW GRADEPOURED CONC. WALLPOURED CONC. WALL20x8 CONC FTG12" THICK, 4'-6" HIGH12" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTG12" STEP IN TOPOF FOUNDATION(SEE LONGITUDINALSECTION ON PAGE 11.0)POURED CONC. WALL20x8 CONC FTG12" THICK, 4'-6" HIGH12" THICK, 3'-6" HIGHPOURED CONC. WALL20x8 CONC FTG12" STEP IN TOPOF FOUNDATION(SEE LONGITUDINALSECTION ON PAGE 11.0)4'-0"12" STEP INFOOTING(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 4'-6" HIGH14"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE12" STEP IN TOPOF FOUNDATION(SEE LONGITUDINALSECTION ON PAGE 11.0)6" THICK, 4'-6" HIGHPOURED CONC. WALL12x8 CONC FTG9 4 3 . 5 944.5944.5943.5TOP = 944.5BOTTOM = 943.5RETAINING WALL:EVELETH- 2640 LLOT 35, BLOCK 1 BROOKSHIRE17047 DYSART PLACEFORESTON - 2665 MFORESTON - 2665 NLOT 36, BLOCK 1 BROOKSHIRE17045 DYSART PLACELOT 37, BLOCK 1 BROOKSHIRE17043 DYSART PLACEEVELETH- 2640 PLOT 38, BLOCK 1 BROOKSHIRE17041 DYSART PLACE 1ST FLOOR PLAN1/4"=1'-0"CLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITS18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSCOVEREDENTRY26'-0"6'-0"26'-0"4'-9"21'-3"27'-6"6"10'-6" 17'-0"GARAGESLOPE TO DOORS4" CONC FLOOR577 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-010'-8"10'-7"DROPPED HDRCLBETWEEN UNITSCLBETWEEN UNITS18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSCOVEREDENTRY26'-0"6'-0"26'-0"4'-9"21'-3"27'-6"6"10'-6"17'-0"GARAGESLOPE TO DOORS4" CONC FLOOR577 SQ. FT.TYPICAL 2x6 GARAGE WALLS16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYPSUM BOARDNOTE: 3-010'-8"10'-7"DROPPED HDRThese 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-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-RK4'-0"ELEC.METERELEC.METERTRUSSES INSTALL PER9'-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 2x6TOP & 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 2x6TOP & BTTM COLLARSSAWN CEDAR POST W/11 1/2"2"2" 3'-0" DW SINK PAINTED 6X6 ROUGHAT FRONT OFDROP PLATESGARAGE 6"5'-0"542 SQ. FT. (INSIDE)542 SQ. FT. (INSIDE)GAS METER GAS METER KIT.HD-FLRUP17RDINING RMHD-FLR2X4 WALL, 35" HIGH 8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD5'-6" ELEC FP20 AMP.MICRO HOODCIRCUITRANGEREF.2x6DWSINK 2W 3050 SHA/C6-0 x 6-8 SGD4' x 12'CONC. PADKIT.HD-FLRUP17RDINING RMHD-FLR2X4 WALL, 35" HIGH 8'-0"10'-6"2W 3050 SHA/C7'-6"6-0 x 6-8 SGD4' x 12'CONC. PAD20 AMP.MICRO HOODCIRCUITRANGEREF.2x6DW SINK 2W 3050 SHA/C6-0 x 6-8 SGD4' x 12'CONC. PADAT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"AT FRONT OFDROP PLATESGARAGE 6"MFRS SPECS ROOF TRUSSESINSTALL PERMFRS SPECSROOF GREATROOMHD-FLRGREATROOMHD-FLR1/2BHD-FLR15'-2"3050 SHPED. 5'-6"3'-9" ELEC FP1/2BHD-FLR15'-2"3050 SHPED.5'-6"3'-9"ELEC FP 1/2BHD-FLRPED.1/2BHD-FLRPED.BROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 DYSART PLACETOP = 944.5BOTTOM = 943.5RETAINING WALL:EVELETH- 2640 LLOT 35, BLOCK 1 BROOKSHIRE17047 DYSART PLACEFORESTON - 2665 MFORESTON - 2665 NLOT 36, BLOCK 1 BROOKSHIRE17045 DYSART PLACELOT 37, BLOCK 1 BROOKSHIRE17043 DYSART PLACEEVELETH- 2640 PLOT 38, BLOCK 1 BROOKSHIRE17041 DYSART PLACEPLAN OPTIONSGREAT & DINING RM HD-FLRELECTRIC FIREPLACEPLAN OPTIONSGREAT & DINING RM HD-FLR-PLAN OPTIONSGREAT & DINING RM HD-FLRELECTRIC FIREPLACEPLAN OPTIONSGREAT & DINING RM HD-FLRELECTRIC FIREPLACE 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. 2022C9.0X2640-45 ROW HOMESPC#1128,1129,1136:9-6-23-LLPC#1163: 4-1-24-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-RK2ND FLOOR PLAN1/4"=1'-0"CLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITSCLBETWEEN UNITS26'-0"CLBETWEEN UNITSCLBETWEEN UNITS26'-0"22x30ATTICACCESSW.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"2W 3050 SH4'-2"4'-2"26'-0"21'-3"3050 SH14'-2"7'-1"4'-9"BEDRM #3CPT.BEDRM #4CPT.12'-2"14'-8"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"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"2W 3050 SH4'-2"4'-2"26'-0"21'-3"3050 SH14'-2"7'-1"4'-9"BEDRM #3CPT.BEDRM #4CPT.12'-2"14'-8"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"22x30ATTICACCESSW.I.C.CPT.ROOF TRUSSES INSTALL PER MFRS SPECSDN17R 8'-0"3'-10"2W 3050 SH9'-6"3050 SH4'-3 7/8"HALF WALLW/ WOOD CAP3050 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 FRAMING2-4LOFTCPT2-02'-10"10'-8"2W 3050 SH4'-2"4'-2"21'-3"3050 SH14'-2"7'-1"4'-9"BEDRM #3CPT.BEDRM #4CPT.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: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"24" TOWEL BAR4-02-0WDVENTPIPERADON42" HIGH7'-8"WICCPT.BATH #1HD-FLR4'-0 3/4"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 22x30ATTICACCESSW.I.C.CPT.ROOF TRUSSES INSTALL PER MFRS SPECS DN17R8'-0"3'-10"2W 3050 SH9'-6"3050 SH4'-3 7/8"HALF WALLW/ WOOD CAP3050 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 FRAMING2-4LOFTCPT2-02'-10"10'-8"2W 3050 SH4'-2"4'-2"3050 SHBEDRM #3CPT.BEDRM #4CPT.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"24" TOWEL BAR4-02-0WDVENTPIPERADON42" HIGH7'-8"WICCPT.BATH #1HD-FLR4'-0 3/4"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 26'-0"26'-0"21'-3"14'-2"7'-1"4'-9"WH W/HVACERV UP HIGHPANIC PANPANIC PANWH W/HVACERV UP HIGHPANIC PANPANIC PANNOTE:FRAMER TO ROCK &POLY MECH. RM LIDWH W/HVACERV UP HIGHPANIC PANPANIC PANWH W/HVACERV UP HIGHPANIC PANPANIC PANBROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 DYSART PLACEEVELETH- 2640 LLOT 35, BLOCK 1 BROOKSHIRE17047 DYSART PLACEFORESTON - 2665 MFORESTON - 2665 NLOT 36, BLOCK 1 BROOKSHIRE17045 DYSART PLACELOT 37, BLOCK 1 BROOKSHIRE17043 DYSART PLACEEVELETH- 2640 PLOT 38, BLOCK 1 BROOKSHIRE17041 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-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-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 TRUSS126BEDRMKITCHENGARAGEELEVATION F & H1/4"=1'-0"CROSS SECTION22'-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 TRUSSESLAUND/MECHBEDRM #4LOFT2X10 LANDING2X10 LANDING8'-6"CLOS.5'-0"DININGROOMMFD TRUSSBATH #1REALWOOD COLUMNSW/ SIMPSON POST CAP& BASE4'-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. R703.3.1.22665 INT2640 ENDBROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 DYSART PLACE 3/16"=1'-0"BUILDING SECTIONLONGITUDINALThese 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-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-RK11.0DETAIL 11C - JOG CONDITIONAT ROOF TRUSSES1/2"=1'-0"1" AIR SPACE2x6 STUDS @ 16" O.C. U.N.O.3/4" T&G SUBFLOOR OVER FLOORTRUSS - ATTACHMENT PER SPECCONT. CAULK BEAD18" FLOOR TRUSSESINSTALL PER MANUF. SPECSDRAFT 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) LAYER 5/8" GYP. BD. OR EQUALAPPLIED TO CLG.DRAFT STOPPINGWALLPREMANUFACTURED ROOF TRUSSES AT24" O.C. SPACING U.N.O.R-60 BLOWN INSULATIONOR EQUAL PER SPEC.(1) LAYERS 5/8" TYP 'X' GYP. BD.(1) LAYERS 5/8" TYP 'X' GYP. BD.(HORIZONTALLY AT PLATE LINES,VERTICALLY AT 10'-0" INTERVALS)R-19 INSULATIONSOUND BATT INSUL.12" 12"DETAIL 11A - JOG CONDITIONAT FOUNDATION WALL1/2"=1'-0"DETAIL 11B - JOG CONDITIONAT FLOOR TRUSSES1/2"=1'-0"2x6 STUDS @ 16" O.C. U.N.O.WALL 2x6 TRT.'D SILL PLATEw/SEALER PER SPEC.1" AIR SPACE2x6 STUDS @ 16" O.C. U.N.O. OF COMMONWALL 4" 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 SOILSOUND INSULATION12" POURED CONC FOUND WALLRUBBER GASKETSILL SEALER12"6"1/2"=1'-0"OVER 1/2" SHEATHINGSHINGLES OVER FELT PAPER2x6 SUBFASCIAOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERLESS THAN 12"12" O.H.ROLLED ALUM.2x_ BLOCKING BETWEEN UNITS DETAIL 11D - RAKE DETAIL BROOKSHIRELOTS 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 DYSART PLACEEVELETH- 2640 LLOT 35, BLOCK 1 BROOKSHIRE17047 DYSART PLACEFORESTON - 2665 MFORESTON - 2665 NLOT 36, BLOCK 1 BROOKSHIRE17045 DYSART PLACELOT 37, BLOCK 1 BROOKSHIRE17043 DYSART PLACEEVELETH- 2640 PLOT 38, BLOCK 1 BROOKSHIRE17041 DYSART PLACE9'-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 TRUSSESCLOS.4'-9 5/8"1/2BUNDERCLOSE OFFSTAIRSTOP OF WD CAP AT ANGLEDSTAIR WALL TO TUCK UNDERAND TIE INTO BOTTOMCAP OF 2ND FLR 1/2 WALLS9'-1 1/8" 10'-7 7/8"8'-1 1/8" 6'-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 TRUSSESCLOS.4'-9 5/8"1/2BUNDERCLOSE OFFSTAIRSTOP OF WD CAP AT ANGLEDSTAIR WALL TO TUCK UNDERAND TIE INTO BOTTOMCAP OF 2ND FLR 1/2 WALLS4'-0"FIRE TREATED PLYWD9'-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 TRUSSESCLOS.4'-9 5/8"1/2BUNDERCLOSE OFFSTAIRSTOP OF WD CAP AT ANGLEDSTAIR WALL TO TUCK UNDERAND TIE INTO BOTTOMCAP OF 2ND FLR 1/2 WALLS9'-1 1/8" 10'-7 7/8"8'-1 1/8" 6'-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 TRUSSESCLOS.4'-9 5/8"1/2BUNDERCLOSE OFFSTAIRSTOP OF WD CAP AT ANGLEDSTAIR WALL TO TUCK UNDERAND TIE INTO BOTTOMCAP OF 2ND FLR 1/2 WALLS4'-0"FIRE TREATED PLYWDCLBETWEEN UNITS4'-0"FIRE TREATED PLYWD4'-0"FIRE TREATED PLYWD4'-6" 3'-6"11B11A11CBEYOND11D 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 HU 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-LLUPDATE: 7-17-24-LLPERMIT/CONSTRUCT: 9-5-24-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 WALL12.08'-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 35-38, BLOCK 1PERMIT/CONSTRUCTION PLANS17041-17047 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 Horton2665 Foreston MAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet:1of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Dave B.Checked By:Release Date:9-11-2024Revision Date:Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. ©2022 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. Lateral strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished 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. Installbracing with 2 - 8d(.0113" x 2.5") nails each joist and end support at 8 ft on center (6 ft for TJI 110 joists). 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.7. See www.wy.com/besafe for additional installation information.For A3.1-A3.3 installation specifications see Rim BoardDetails and Installation in Weyerhaeuser InstallationGuide 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 boardWeb Stiffeners requiredeach side at A3._WA3A3.2A3.1 A3.3A3WWA3.1WA3.2WA3.3*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 wallabove (must stack over wall below)Blocking panel: 118" TJ® Rim Board, 114"or 112" TimberStrand®LSL or TJI® joist.Web stiffeners requiredon both sides at B1Wand B2W ONLYB1WB1B2B2W116"2x4 minimumsquash blocksBlocking panels may be required with braced/shearwalls above or below — see detail B1TJI® 560 floor joistTop ViewNAILING AT BEARING (FLOOR)134" minimum end bearingsingle-family applicationsTJI® Joist to Bearing Plate118" TJ® Rim Board,114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist:One 10d (0.131" x 3") nail intoeach flangeTJI® 210, 230, and 360 rim joist:One 16d (0.135" x 312") nail intoeach flange.With depths > 16", use TJI® 360 rim joist.Shear transfer: Connections equivalentto floor panel nailing scheduleTJI® 560 rim joist: Toenail with 10d (0.128" x 3")nails, one each side ofTJI® joist flangeRim to TJI® JoistSquash Blocks to TJI® Joist(Load bearing wall above)One 10d (0.128" x 3")nail into each flange118" TJ® Rim Board or114" or 1 12" TimberStrand® LSL.Also see detail B2Locate rim board joint between joists.134" minimum bearingOne 8d (0.113" x 212")nail each side. Drivenails at an angle atleast 112" from end.312" minimumintermediate bearing514" may be requiredfor maximumcapacityUse 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"Blocking panel: 118" TJ® Rim Board,114"or 112" TimberStrand® LSL,or TJI® joistEnd of joists at centerlineof supportB4Load bearing orbraced/shear wall above(must stack over wallbelow when present)B4WWeb stiffeners requiredon both sides of bothjoist ends at B4W ONLYHanger Backer Block: Install tightto top flange (tight to bottomflange with face mount hangers).Attach per the table below. Clinchnails when possible.H2Backer blockboth sides of webwith single TJI® joistDouble TJI® Joist Filler Block:Attach per the table below.Clinch nails when possible.With top mount hangers, backer block required only fordownward loads exceeding 250 (395 factored) lbs or for upliftconditions. For filler and backer block sizes see WeyerhaeuserInstallation Guide for Floor and Roof Framing, TJ-9001. TJI® Depth, D TJI® FlangeWidth Block Type Nail Size Quantity 912" <D< 20"20" <D< 24"less than 312"312"312"FillerBacker16d(0.135" x 312")10d(0.128" x 3")25 - each side15FillerBacker16d(0.135" x 312")10d(0.128" x 3")15 - each side15FillerBacker10d(0.128" x 3") 151510d(0.128" x 3")For nailing capacities refer to TB-834 (ASD) and TB-861 (LSD)For triple TJI® joist header conditions referto Weyerhaeuser Technical Bulletin TB-820WARNINGJoists are unstable until braced laterally.Safety bracing required during installation.rim board closure1 1/8" iLevel along panel edges and in fieldAdditional connections may be required totransfer 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 plateMaximum1 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 treatedplywood is required due to distance from ground)Lateral load transfer due to windor seismic loads for this detail is180 PLF (pound per linear foot)meeting conventionalconstruction building practicesTJI® Joistand tight to each flange)-See details in iLevel specifiers guide for all otherrequirementsEXTERIOR DECK ATTACHMENTStructural exterior sheathingSee fastenertable below. Maintain2" distance (minimum) fromedge of ledger to fastener.LAFlashingTreated 2x_ledger118" TJ® Rim Boardor 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)48012" lag bolt118" TJ® Rim BoardRim Board Material1 14" TimberStrand® LSL1 12" TimberStrand® LSL61067569512" Through bolt72572512" Through boltwith Air Space615(2)(3)(4)_WWeb stiffener both sides.See table below.2x4Minimum WebStiffener Size58" x 2516"34" x 2516"78" x 2516"560Tight fit* 110 210230 & 360End3WEB STIFFENER ATTACHMENTGap*:18" minimum234" maximumTJI® Joist SeriesType 8d(0.113" x 212")1"(112" for TJI®560, 560D)* With point load from above, and no supportbelow, install web stiffener tight to top flange(gap at bottom flange)AllDepth(in.)560DAllAllAll18"20"22"24"2x4Nailing Requirements 16d(0.135" x 312") 16d(0.135" x 312")3Number NailsIntermediate4566451113(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-centerToe nail - 10d (0.131" x 3")at 6" on-centerInstall proper blocking tosupport all panel edgesSheathingboundry nails,8d (0.131 x 212")at 4" o.c.For additional installation specifications see Rim Board Details and Installationin Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001.A3.412"min.2x_ stud wall at16" on-centerPlate nail,16d (0.135" x 312")at 12" on-centerWhen sheathingthickness exceeds 78",trim sheathing tongueat rim boardA3.4WWeb stiffeners required onboth sides at A3.4W ONLYFor 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. Toenail from side of parallel closure into rim board.114" or 1 12" TimberStrand®LSLrim board.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges.Attach reinforcement to joistflange with 8d (0.131" x 212") nailsat 6" on-center. When reinforcingboth sides, stagger nails.E3E22'-0"maximumFace grainhorizontal4'-0" length of34" reinforcementon one side at E2,both sides at E3118" TJ® Rim Board or 114" or112" TimberStrand® LSL. Nailwith 10d (0.131" x 3") nails, oneeach at top and bottom flange.2'-0"maximumNot for use with 312" TJI® joist flange widthsE4Attach reinforcement to joist webwith 3 rows 10d (0.148" x 3") nailsat 6" on-center, clinched. Use 2rows with 912" and 1178"TJI® joists.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges.6'-0" length of TJI® joistreinforcement and fillerblock. Use 4'-0" lengthwith 912" and 1178" TJI®joists.118" TJ® Rim Board 114" or 112"TimberStrand® LSL. Nail with10d (0.131" x 3") nails,oneeach at top and bottom flange.Top mounthangerH1Face mounthangerWeb stiffeners required ifsides of hanger do notlaterally support at least38" of TJI® joist top flangeHanger height mustbe a minimum of60% of joist depthWhen connecting 4-ply members, nail each ply to the otherand offset nail rows by 2" from rows in the ply below.Load must be applied evenly acrossentire beam width. Otherwise, useconnections for side-loaded beams.When fasteners are required on bothfaces, stagger fasteners on thesecond face so they fall halfwaybetween fasteners on the first face.Top-Loaded BeamL6Option #2:2x_ strapping installed at 13joist-span locations using two212" screws per joist, typicalOption #1:TJI® joist blocking with endblocks installed at 13 joist-spanlocations usingtwo 8d (0.113" x 212")nails or212" screws,typicalPB1Option #3:Directly applied ceilingWhen specified on the layout, one ofthe bracing options above is requiredApply subflooradhesive to allcontact surfaces8' max.13 joist spanDO NOT cut, notch or drillholes in headers or beamsexcept as indicated inillustrations and tables.DO NOTcut or notch flange.DO NOTcut holes in cantileverreinforcement.112" hole may be cutanywhere in web out-side of hatched zoneMin. distance from Table ANo field cutholes inhatchedzonesMinimum distance from edge of hole to inside face of nearest end supportminimum(applies to all holesexcept knockouts)Table A - End Support6"6"1L12 x D1DDL 2 x Lminimum2 26"6"2ALLOWABLE HOLES - TJI® Joists1.3E TimberStrand®LSL allowed hole zoneddMicrollam®LVL andParallam® PSLallowed hole zonemiddle 13 span1.3E TimberStrand®LSL hole zoneMicrollam®LVLand Parallam® PSLhole zone2 x diameter of thelargest hole (minimum)d13 depth1"2"134"Maximum RoundHole SizeHeader or Beam Depth438"714"- 20"512"See illustration for Allowed Hole ZoneOther Trus Joist® Headers and Beams1.55E TimberStrand®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams13 depth2 x diameter of thelargest hole (minimum)8"See illustration for allowed hole zone1114"-11 78"14"-16"914"-912"358"458"3"No holes in headers or beams in plank orientation.Round holes onlyGeneral NotesGeneral NotesNo holes in headers or beams in plank orientation.Allowed hole zone suitable for headers and beams with uniform loads only.Round holes onlyNo holes in cantilevers.Allowed hole zone suitable for headers and beams withuniform and/or concentrated loads.Maximum RoundHole SizeHeader or Beam Depth8"Allowed hole zoneMin. distance from Table BDo not cut holes largerthan 112" in cantilever6"Closely grouped roundholes are permitted ifthe group perimetermeets requirements forround 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"3601'-0"12'-0"17"13"15'-6"15'-6"SQUARE OR RECTANGULAR HOLE SIZEMinimum distance from edge of hole to inside face of nearest intermediate or cantilever support16'-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 locatedat 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 holeconfigurations 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"5605603603601'-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 SIZETable B - Intermediate or Cantilever Support11'-0"10'-0"15'-0"13'-6"4'-0" 8'-6"2'-6"2303'-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"2305603601'-0"1'-0"1'-0"2305602103601'-0"1'-0"1'-0"1'-0"1178"1'-0"2303601102105602'-0"1'-0"1'-6"3602101103'-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®2101102"2'-0"2'-0"18"20"1'-0"3605605603601'-0"1'-0"1'-0"5601'-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 SIZE13"6'-0"7'-0"ROUND HOLE SIZE1'-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"56016"14"1'-0"3602102305601'-0"1'-0"1'-0"2102301101'-0"1'-0"1'-0"1178"912"1102303602101'-0"1'-0"1'-6"1'-0"1102303602101'-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"JOISTDEPTHTJI®2" 4" 878" 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"JOISTDEPTHFILLER 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).2x106'-0"long110TJI® JoistsCantileverFiller(Detail E4)Filler Block (1)(Detail H2)Backer Block (1)(Detail F1or H2)2x64'-0"long58" or 34"Depth2x6 2x8912" or1178"14"210 230 or 360 5601178"Two2x62x62x6 + 12"sheathing4'-0" long912" or1178"2x6 + 12"sheathing2x6 + 38"sheathing4'-0" long2x10 + 38"sheathing6'-0" long34" or 78"2x8 + 38"sheathing2x6 + 38"sheathing912" or1178"14" or16"2x10 + 12"sheathing6'-0" long78" or 1" Net2x8 + 12"sheathing14" or16"2x12 + 12"sheathingNotapplicable18" or20"2x122x818" or20"Two2x12Not applicableTwo2x814" or16"1.5E TimberStrand®LSL Prescriptive Chart13 depth2 x diameter of thelargest hole (minimum)8"See illustration for allowed hole zone1114"-11 78"14"-16"914"-912"358"458"3"Round holes onlyGeneral NotesNo holes within 8" of joist ends.Maximum RoundHole SizeJoist DepthAllowed hole zone1.5 E TimberStrand® LSL8"Round holes larger than 3-5/8" up to 7-1/4" max. in1.5" x 11-7/8" 1.5E TimberStrand LSL joist onlyEdge 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 nexthole is a small 12" diameter hole).The hole must be centered within the joist vertically.No square or rectangular holesNo 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 holeslarger than 3-5/8" but not greater than 7.25"Minimum distance from edge of hole to inside face ofbearing (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 withincentered in the depth of the joistcircumscribed 7-1/4" holesmaller hole drilled withincircumscribed area of 7-1/4" holeassuming the circumscribed hole is a minimum of 3'-6" from face of bearing1-1/2" x 11-7/8" 1.5E TimberStrand LSL floor joistNo load bearingwall aboveWeb stiffenersrequired each sideat B3W ONLYB3WB3Blocking panels may be requiredwith braced/shear walls above orbelow — see detail B18" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges.E1E1WWeb stiffenersrequired on bothsides at E1W ONLY118" TJ® Rim Board or114" or 112" TimberStrand® LSL.Nail with 10d (0.131" x 3")nails, one each at top andbottom 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. ProductsPlotID Length Product Plies Net QtyPt1 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2B1 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2B2 10' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1Wall FramingPlotID Length Product Plies Net QtyB3 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1B4 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1B5 4' 0" 2 x 10 SPF No.1/No.2 2 4B4 B3B5B1B2B5Girder TrussPt1Pt126' 0" 1 1/8"1 1/8"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 headersrequired for load transfer.-Cripple studs required for load transfer at both ends ofwindow sill and required for drywall on center spacing.18" Floor Trusses18" Floor TrussesFloor TrussFlushPSL columnthroughbottom platePSL columnthroughbottom plateKnee Wall Hangered to GirderTruss per Truss Mfg. to supportsnow and wall loads from above.Floor Trussto supportwall andsnow loadsfrom aboveCustomer:Job Name:Plan/Model#:DR Horton2665 Foreston MAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet:2of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Dave B.Checked By:Release Date:9-11-2024Revision Date: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. Wall FramingPlotID Length Product Plies Net QtyB1 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1B2 4' 0" 2 x 10 SPF No.1/No.2 2 10B1 B2B2 B2B2B226' 0" 1 1/8"1 1/8"2-Trimmers2-Trimmers2-TrimmersD.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 headersrequired for load transfer.-Cripple studs required for load transfer at both ends ofwindow sill and required for drywall on center spacing.Roof TrussesCustomer:Job Name:Plan/Model#:DR Horton2665 Foreston MAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet:3of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Dave B.Checked By:Release Date:9-11-2024Revision Date: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. ProductsPlotID Length Product Plies Net QtyB1 22' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2Pt1 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2B2 10' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1Wall FramingPlotID Length Product Plies Net QtyB3 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1B4 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1B5 4' 0" 2 x 10 SPF No.1/No.2 2 4B4 B3B5B1B2B5Girder TrussPt1Pt126' 0" 1 1/8"1 1/8"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 headersrequired for load transfer.-Cripple studs required for load transfer at both ends ofwindow sill and required for drywall on center spacing.18" Floor Trusses18" Floor TrussesFloor TrussFlushPSL columnthroughbottom platePSL columnthroughbottom plateKnee Wall Hangered to GirderTruss per Truss Mfg. to supportsnow and wall loads from above.Floor Trussto supportwall andsnow loadsfrom aboveHeader designed to meetL/600 TL deflection for stone.Customer:Job Name:Plan/Model#:DR Horton2665 Foreston NAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet:2of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Dave B.Checked By:Release Date:9-11-2024Revision Date: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. Wall FramingPlotID Length Product Plies Net QtyB1 8' 0" 3 1/2" x 9 1/2" 1.55E TimberStrand LSL 1 1B2 4' 0" 2 x 10 SPF No.1/No.2 2 10B1 B2B2 B2B2B226' 0" 1 1/8"1 1/8"2-Trimmers2-Trimmers2-TrimmersD.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 headersrequired for load transfer.-Cripple studs required for load transfer at both ends ofwindow sill and required for drywall on center spacing.Roof TrussesCustomer:Job Name:Plan/Model#:DR Horton2665 Foreston NAddress //Lot:City, State:MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet:3of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Dave B.Checked By:Release Date:9-11-2024Revision Date: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. 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) DescriptionApril 26, 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 550442665 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 Brunell4-26-2252600COPYRIGHT HANSON GROUP, LLC 2022©INDICATES 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 2665 UNIT ROW TOWNHOME CONSISTINGOF MULTIPLE 2600 SERIES UNITS ARRANGED IN FOUR AND FIVE UNIT CONFIGURATIONS. SEE PREVIOUS ENGINEERINGUNDER THE HANSON GROUP PROJECT #0.148 AND #1.542 FOR OTHER UNITS. CONSTRUCTION IS TO BE INACCORDANCE WITH 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 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)(6-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(12-FT) ONE-SIDED (12-FT) ONE-SIDED BRACEDWALL LINE(12-FT) ONE-SIDED (12-FT) ONE-SIDED (4-FT)(8-FT)(4-FT)BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(8-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINE(4-FT)(4-FT)(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)(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 (8-FT) ONE-SIDED (8-FT) ONE-SIDED (8-FT)ONE-SIDED(8-FT)ONE-SIDED (5-FT) ONE-SIDED (5-FT) ONE-SIDED (5-FT) ONE-SIDED (5-FT) ONE-SIDED (4-FT) (4-FT)MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLAN2665 GARAGE RIGHT INTERIOR UNIT2665 GARAGE LEFT INTERIOR UNITUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANCONSTRUCTSHEARWALL ASSHOWN IN 5/S1,MIRROREDCONSTRUCTSHEARWALL ASSHOWN IN 5/S1S1FRAMING 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 TOEXTERIORSHEATHING2665 GARAGE RIGHT INTERIOR UNIT2665 GARAGE LEFT INTERIOR UNITMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY4S1REFERENCE PLAN