Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LA226240-17392 Durham Dr-Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016CROOF PLAN1/8"=1'-0"6:126:126:126:126:12CCCCAAAABBBB1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"1'-0"1'-0" 1'-0"5 ROOF VENTS4 ROOF VENTS3 ROOF VENTS 1'-5"1'-0"6:126:121.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72723035-A-3.3FINNEGANSPEC HOMECUST:A D.R. HORTON COMPANY1xADDRESS NUMBERSTEEL PANEL OVERHEAD DOORTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN612XXXXXA6:12 PITCH6:12 PITCH1'-0"7 7/16"AADA6126123'-6" 3'-6"AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" VINYL TRIM 5" VINYL TRIM5" VINYL TRIM3 1/2" VINYL TRIM REFSIDING LEGENDALAP SIDING "B"LAP SIDING "A"PRODUCTCBD5" TRIM - VINYL LINEALNOT USEDE6 1/2" VINYL BEAD BDTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN5/4" x 3" - WOODGRAINOVER5/4" x 10" - WOODGRAINWOODGRAIN PANEL5/4" x 3" - WOODGRAIN5/4" x 10" - WOODGRAIN10" SQUARE COLUMN9 1/2"9 1/2"6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM(SIDES)4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)2"=1'-0"1/4"=1'-0"30°PC#1038 & 1039: 10-12-2022-AFPC#1040 : 10-12-2022-AFPC#1043: 10-12-2022-AFPC# 1047: 10-12-2022-AFLIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLE3035 A-FRONTFINNEGANTOTAL FRONT FASCADE: 308 SQ FTSTONE: 56 SQ FT- 18.1%PERMIT/CONSTRUCT PLANS17392 DURHAM DRIVELOT 15 BLOCK 6 - BROOKSHIRE 2ND ADD.ICE & WATERALUMINUM FLASHINGBEHIND STOOPGRADE = 926.43GRADE = 927.1GRADE = 926.43GRADE = 927.11x CEDARLEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"1'-0"7 7/16"1'-0"7 7/16"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEFLASH OVER ALL EXT OPGSASPHALT SHINGLES6:12 PITCH6:12 PITCH6:12 PITCH6:12 PITCH612612AAAA40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.240% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.26126121'-0"1'-0"1'-0"1'-0"GRADE = 926.43GRADE = 927.14'-0"GRADE = 927.1GRADE = 927.1GRADE = 927.1GRADE = 927.1GRADE = 926.43PERMIT/CONSTRUCT: 7-29-24-RKSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode08/05/2024jnuetzman 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. 2016C2.0XFINNEGAN 3035-A3.3-GLPC#1057,1060:12-28-22-LLPC#1043: 10-12-2022-AFPC#1082: 4-1-23-LLPERMIT/CONSTRUCT: 7-29-24-RKWINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.321NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSUTILITY / LAUNDRYUNFINISHEDCRAWL SPACE49'-0"13'-8"5'-2"6'-5"7'-3"57'-0" 40'-8"6'-5" 57'-0"34'-0"23'-0"21'-0"2'-0"16'-2 1/4"17'-9 3/4"49'-0"19'-0"30'-0"19'-0"11'-0"7'-10"1'-4 1/2"16'-3"1'-4 1/2"1'-1 1/2"8'-3"1'-7 1/2"16'-3" M.O.8'-3" M.O.23'-10"25'-2"11'-6"6'-4"UP7R2-816'-4"5036 SLIDER5036 SLIDER2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGHPOURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGH130 SQ. FT.UNEXCAVATED6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 4'-2" HIGHMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 4'-2" HIGHMIN. 3'-6" BELOW GRADE2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-2" HIGHANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALL7'-3"22'-3"16'-2 1/4" 3'-6"3'-6"10'-9 3/4"7'-6"TREATED 2x8's 16" ON CENTER 16" CONC. PIER FTGMIN. 3'-6" BELOW GRADE6x6 POST6'-1"2-2x8 FLUSH BEAM2-2x8 FLUSH BEAM2-2x8 FLUSH BEAMNOTE:3'-6" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRBASEMENT PLANSCALE: 1/4"=1'-0"5'-5"5'-10"8"POURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE10'-4 1/4"13'-6 1/4"11'-7 3/4"13'-6 1/4"2'-8"DROPPED BEAM11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 6'-8"ANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALL10'-0"5'-0"DROPPED HDR4'-1"ANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALL10'-0"5'-0"DROPPED HDR3'-9"16'-2 1/4"7'-0"17'-5 3/4" S & W SLEEVE 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECSACHVF.D.ERVDBL JOIST AT COLUMN ABOVE 7'-0"COCKSILL POURED CONC. WALL16x8 CONC. FTG.8" THICK, 3'-6" HIGHANCHORS AT 6'-0" O.C.14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALLNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM30x30x12CONC. PAD FTG.THE FRAMER WILLINSULATE, POLY & INSTALLBEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURRING WALLEXTERIOR 2X6 SIDE-WALLFULL HEIGHT 2x4 FURRING WALL 2x6 EXTERIOR WALL IS FINISHED,NOTE: WHEN BEDROOMFAM./REC. RMBEDRM #4170 SQ. FT.385 SQ. FT.8'-0 3/4"9'-9"CPTCPTDW RADON VENT PIPEPERFORATED 'T' PIPE TO& CRAWLSPACE SLABSEXTEND UNDER HOUSE7'-10"1'-4"THE FRAMER WILLINSULATE, POLY & INSTALLWALL BEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURR WALLGARAGE/HOUSE 2X6 COMMON29'-6"9'-11"2-82-630x30x12CONC. PAD FTG.8'-0"5-0 BI-FOLD11 7/8" MFD I-JOISTS INSTALL PER MFRS SPECS 12"DBL JOIST AT COLUMN ABOVE WHSUMPGROUNDING ROD THRU PLATESFRONT FOUNDATION WALL:-26 SQ FT/55.6 LIN FT= 0.47 RATIOR-10REAR FOUNDATION WALL:-26 SQ FT/49 LIN FT= 0.53 RATIORIGHT SIDE FOUND. WALL:-21 SQ FT/40.6 LIN FT= 0.52 RATIOLEFT SIDE FOUND. WALL:-17 SQ FT/34 LIN FT= 0.50 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-10R-15MN FOUNDATION INSULATION TAKEOFF-LOCAL REQUIREMENTS MAY VARY-3'-0"(THRU RIM) SILL COCK BATH7'-0 1/2"5'-0"WIDTH OF MECH SOFFITFLOOR TO BOTTOM OF SOFFITCOMMON WALL FRAMINGSCALE: 1/4"=1'-0"3035 BATH/MECH RMBATH51 SQ. FT.HD-FLR2-4TPH36"5-0 FBGLTUB/SHWR24" TOWEL BAR 5'-0"7'-0"8'-7"FRAMEDDOWN SOFFITLOWERED WALLSEE DETAILWIDTH OF MECH SOFFIT 5'-0"ANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGHANCHORS AT 6'-0" O.C.14x8 CONC FTG4" HALF-HIGH CURBTREATED BOTTOM PLATE2x4 STUDS AT 16" O.C.2x4 BRNG WALL4'-6"7"A/C1'-7"3'-1" DROPPED HDR 4-2x44-2x6PERMIT/CONSTRUCT PLANS17392 DURHAM DRIVELOT 15 BLOCK 6 - BROOKSHIRE 2ND ADD.PLAN OPTIONSLOOKOUT BASEMENTGARAGE FLOOR DROPPED 8"927.1927.1927.1926.43 DROPPED 8"8" STEP INFOOTING8" STEP IN TOPOF FOUNDATION4'-0"4'-0"POURED CONC. WALL16x8 CONC. FTG.8" THICK, 4'-2" HIGH8" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 4'-2" HIGHMIN. 3'-6" BELOW GRADE8" STEP IN TOPOF FOUNDATION8" STEP INFOOTING2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-2" HIGH926.43927.1AT CRAWLSPACEREQUIRED IN CITY OF LAKEVILLENOTE: R-15 FOUNDATION INSUL.BWPsAboveBWPsAboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.3.555773-1/2x7-1/4 LSL(3)11-7/8 LVL11-7/8 LSL 11-7/8 LSL77 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. 2016C3.0XFINNEGAN 3035-A3.3-GLPC#1057,1060:12-28-22-LLPC#1043: 10-12-2022-AFPC#1082: 4-1-23-LLPERMIT/CONSTRUCT: 7-29-24-RKMFD TRUSSES AT 24" O.C. 57'-0"34'-0"23'-0"21'-0"2'-0"49'-0"19'-6"29'-6"18'-6"11'-0"UP7RDN8RBEDRM #2BEDRM #1BATH#2FOYERLIVINGROOMDINING6068 SGD2W 3050 SH3-02-82-6HD-FLRHD-FLRCPTCPTHD-FLRVAULTED8'-1 1/8" CEILINGGARAGESLOPE TO DOORS4" CONC FLOOR664 SQ. FT.TYPICAL 2x6 GARAGE WALLSNOTE: 5-0 FBGLTUB/SHWR1ST FLOOR PLAN1796 SQ. FT.NOTE: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/MFRSCALE: 1/4"=1'-0"9'-0"9'-6"5'-3"5'-9"W.I.C.CPT36"BEDRM #3CPTSTUDYCPT22x30ATTICACCESS8'-1 1/8" CEILING2040 SHGARAGE-TO-HOUSE COMMON WALL5/8" GYP. BOARD ONTO UNDERSIDE OF ROOF SHEATHINGTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMNTPH24" TOWEL BAR W/ WOOD CAP42" HIGH HALF WALL4'-1 1/8"3'-7"VAULT 8' CLG.VAULT RIDGE22x30 ATTIC ACCESS 24" TOWEL BAR 3'-1"SHWR34x60 FBGLTEMPC-CD-D2-62-62-42-42-4BATH #1HD-FLR2-42-42-43050 SH3050 SH2-4VAULTEDVAULT 2W 3050 SH2W 2020 FX16x7 OVERHEAD DOOR8x7 OVERHEAD DOOR(2) 2-0(2) 2-02W 3050 SH2-057'-0" 6'-0"13'-11"COVERED PORCH122 SQ. FT.5"7x16" WIDE DROPPED SOFFIT(SEE SECTION)5"13'-6"40'-8"49'-0"23'-10"25'-2"5'-7"10'-8"10'-5"8'-4"2'-4"8'-1"2'-4"8'-5"9'-10"5'-7"6'-4"17'-7"7'-7"3'-6"4'-1"11'-3"11'-7 1/2"7-0 OPG6'-5"9'-11" 16'-4"6'-8"29'-6"7'-0 1/2" VAULT 2'-8" MFD TRUSSES AT 24" O.C. MFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.2x6 WALLW/ WOOD CAP42" HIGH HALF WALL5'-0"1-63'-0"3'-6"7'-3"7'-1 1/4"2'-10"HD-FLR6'-0"2'-4"2'-6"3'-0"12'-8"3'-8"5'-11"5'-0"7'-0 1/4"3'-9 1/2"3'-6" 19'-10" 3'-8 1/4"3'-1"3'-3"5'-8"4'-0"6'-7"2'-3 1/2"3'-7 1/2"6'-6"6'-2"LIN. CLST. 16'-0"3'-6" 3'-8 1/4"WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138 1/4" X 83 1/4"FOYER0.231STUDY2W 3050 SH10.310.3172 1/8" X 60 1/4"DINING ROOM6068 SGD10.3172 1/8" X 80"0.32BEDROOM #33050 SH10.3136 1/4" X 60 1/4"0.31BEDROOM #23050 SH10.3136 1/4" X 60 1/4"0.31ENSUITE BATH10.310.31LIVING ROOM2W 3050 SH72 1/8" X 60 1/4"BEDRM #12W 3050 SH10.310.3172 1/8" X 60 1/4"2040 SH24" X 48"10.310.319'-0 3/4" INSIDE FRAMINGKITCHENHD-FLRVAULTED6'-11"12" OVERHANG2x4 WALLCABINETS2-420 AMP.MICRO HOODCIRCUITRANGE5'-0"24'-0 1/2"6'-0"2'-4"2'-4" 6'-10"3'-6"5'-0"6'-10 1/4"SINKDW 2'-6"3'-6 1/2"3'-0"REF.14'-4 1/4" 5'-2 1/4"11'-9 3/4"3032 SH10"SUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW3032 SHKITCHEN10.3136 1/4" X 38"0.3110.310.32DINING ROOM2W 2020 FX47 5/8" X 24"60"TPH7'-7 1/2"RADONVENT PIPE RETURN1/2BHD-FLR24" TOWEL BARTPH2-42-44'-7 3/4"1'-7 1/4"2'-3 1/4"4'-11 3/4"CENTRAL 2x6 WALL5'-10 1/4" 4'-11 1/2" 2'-3 1/4"6'-1 3/4"1'-7 1/4"2x6 WALL 3-8 x 7-0 OPG 1'-5"2'-6"4'-0" 6'-8"24'-1"W.I.C.CPTW.I.C.CPT2'-3 3/4"14'-4 1/4"12'-11" 2'-6"8'-1 1/8" CEILING35" HIGHTRUSSES, AND ATTACHINSTALL BLKING BETWEENTOP OF WALL TO BACKING3'-6"ELEC FIREPLACE3/16"=1'-0"5'-1"1'-4"18-1/4"x44-1/2"S/R1'-6 1/4"RGH OPGALLUSION 48 ELEC FP1'-4"1'-6 1/4" 10" 2X6 WALL 2-2X101/2" PLYWD2X6 FRAMINGINSULATION & 1 LAYEROF ROCK BY FRAMERSMANTLE4'-2"1/2" ROCK OVERROCK RETURNSOF FIREPLACE OPG.& OUTLETTECH TUBE+-3'-8 1/2"8 1/4"8 1/4"8'-1 1/8"1'-0"1267 7/16"312DO NOTOUTLET INSTALLED20AMP DEDICATEDON SIDE WALL OFFIREPLACE OPGADDITIONAL NOTESINTERIOR SWING DOORS: RGH OPG HGT IS 83", THE WIDTH IS THE SIZE OF THE DOOR PLUS 2"INTERIOR BI-FOLD DOORS: RGH OPG HGT IS 82", THE WIDTH IS THE SIZE OF THE DOOR PLUS 1-1/2"NOTE: PORCH TRUSSESBEAR AT HOUSE WALL5'-1"E L E C . F P FRAMERS TO INSULATE& ROCK EXTERIOR WALLSBEFORE FRAMING FIREPLACEIRRIGATIONSYSTEMPERMIT/CONSTRUCT PLANS17392 DURHAM DRIVELOT 15 BLOCK 6 - BROOKSHIRE 2ND ADD.PLAN OPTIONSLIVING ROOM HD-FLRELECTRIC FIREPLACEIRRIGATION SYSTEMGARAGE FLOOR DROPPED 8"DROPPED 8"LINE OF STEPIN SIDEWALK8'-118"312PROVIDE 2x6 BLOCKING BETWEENSTUDS AT INTERVALS NOT TO EXCEED10-FT ALONG HEIGHT OF WALLWALL TOP & BOTTOM PLATES MAYBE STANDARD SPF/SYP MATERIALPROVIDE (1) 2x6 BEARINGSTUD & (1) 2x6 FULLHEIGHT KING STUD EACHSIDE OF WINDOW OPENINGSTANDARD HEADERBY SUPPLIER2x6 STUDS @ 16" O.C.TYPICAL FULL HEIGHTWALL FRAMING(BALLOON FRAMED)S2FRAMING DETAILDINING ROOM TALL WALL FRAMING(ACTUAL LAYOUT MAY BE MIRRORED)2CL-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).3.555PFHPFH(2)7-1/4 LSL(2)7-1/4 LSL3-1/2x7-1/4 LSL(2)7-1/4 LSL(2)11-7/8 LSL CSSD/CMDSPRINKLERSYSTEMRECEPTACLESSCALE: 1/4"=1'-0"ELECTRICAL PLAN1ST FLOORSSTCHIMESWPSDSDSFANThese 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. 2016C4.0XFINNEGAN 3035-A3.3-GLPC#1057,1060:12-28-22-LLPC#1043: 10-12-2022-AFPC#1082: 4-1-23-LLPERMIT/CONSTRUCT: 7-29-24-RKSCALE: 1/4"=1'-0"ELECTRICAL PLANUNFINISHED BASEMENTLOW VOLTAGESYSTEM RECEPTACLEA/CWPSDSSD/CMDSLLLLGFISDWPCS LLLLLLCLSLLLLLSSHCPCLCUTILITY / LAUNDRYUNFINISHEDCRAWL SPACEUNEXCAVATEDFAM./REC. RMBEDRM #4S & W SLEEVE SSLBEDRM #2BEDRM #1BATH#2FOYERLIVINGROOMDININGGARAGEW.I.C.BEDRM #3KITCHENSTUDY22x30ATTICACCESS22x30 ATTIC ACCESS BATH #11/2BCOVERED PORCHS S LS LLLLSSSS LSSS FANFANGFIGFIS LS GFIGFI LSLLLLSSDFOR FUT. WSLLSMART HOMESYSTEM RECEPTACLESDISP. DW USB CL15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFIACHVF.D.ERVSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLEWHSUMPROUGH-INCEILING FANSSLSSSSSS SS DROUGH-INBLANK PLATELLSGFIFANSLBATH LS LLOUTLET INSTALLED20AMP DEDICATEDON SIDE WALL OFFIREPLACE OPGRGH-IN INSIDECABINET ONLYAPPLIANCES TO BEON A GFCI OUTLETNOTE: ALL KITCHENIRRIGATIONSYSTEMPLAN OPTIONSLIVING ROOM HD-FLRELECTRIC FIREPLACEIRRIGATION SYSTEMGARAGE FLOOR DROPPED 8"PERMIT/CONSTRUCT PLANS17392 DURHAM DRIVELOT 15 BLOCK 6 - BROOKSHIRE 2ND ADD.PLAN OPTIONSLOOKOUT BASEMENTGARAGE FLOOR DROPPED 8"DROPPED 8"DROPPED 8" 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. 2016C5.0XFINNEGAN 3035-A3.3-GLPC#1057,1060:12-28-22-LLPC#1043: 10-12-2022-AFPC#1082: 4-1-23-LLPERMIT/CONSTRUCT: 7-29-24-RK8'-1 1/8"8'-1 1/8"1'-0"1267 7/16"MFD TRUSS3-1/2" CONC. FLOOR3/4" 250 SUBFLOOR11 7/8" MFD I-JOISTS4" CONC. FLOORGARAGEBEDRM #3BEDRM #421'-0"34'-0"4'-2" POUREDCONC WALL1/4"=1'-0"CROSS SECTION A-ABEDRM #2BATH3 1/2" CONC. FLOOR3/4" 350 SUBFLOOR11 7/8" MFD I-JOISTS8'-1 1/8"1'-0"1267 7/16"2x8 JOISTS5/4" DECKINGPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESET ON 6" THICKPOURED CONC. WALLCONC. SIDEWALKKITCHENUNFINISHEDCRAWL SPACE40'-8"6'-0"3'-6" POUREDCONC WALL1/4"=1'-0"CROSS SECTION B-BDININGSTUDY9'-11 1/4"1/2"=1'-0"FRONT PORCH LEDGER SECTION6 78"7 14 "FLASHING ABOVEGRADETOP OF SUBFLOORTO TOP OF JOIST6 7/8" FROMAND BELOW TREATED2x8 LEDGERTRTD 2x8 JOISTS16" O.C.(8) 10d COMMON NAILS (AT LTS19-TZ STRAP)1/2"=1'-0"FRONT PORCH LEDGER DETAILRIM BOARD1-1/8" OSB11-7/8"I-JST 3/4"1st FLOOR WALLSSUBFLOOR8'-1 1/8"FOUNDATIONWALL 3/4" SUBFLOOR6-7/8"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL. 2"MIN...2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE21" O.C. UP TO 8'-0" SPAN16" O.C. UP TO 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.I-JOISTSUSP LTS19-TZ , (4) PER DECK RATED @ 750# EACHLATERAL LOAD CONNECTION:3/8" DIA. LAG BOLT MIN. 3" PENETRATION(THRU SILL PLATES)INTERIOR STRAPS SPACED EVENLYLINES UP WITH BOTTOMBOTTOM OF LEDGEROF SILL PLATE1/2" DIAMETER LAG SCREWSINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BE-OR- 3/8" DIA. ANCHOR BOLTS (THRU FOUNDATION)OUTSIDE STRAPS MAX. 24" FROM END OF LEDGER14" O.C. OVER 10'-0" SPANUSP LTS19-TZ , (4) PER DECK RATED @ 750# EACHLATERAL LOAD CONNECTION:3/8" DIA. LAG BOLT MIN. 3" PENETRATION(THRU SILL PLATES)INTERIOR STRAPS SPACED EVENLY-OR- 3/8" DIA. ANCHOR BOLTS (THRU FOUNDATION)OUTSIDE STRAPS MAX. 24" FROM END OF LEDGER(8) 10d COMMON NAILS (TOP ROW)2X4X24 BLOCKING2X4X24 BLOCKINGNAILS STAGGERED 1"11-7/8"I-JST1/2" DIA. LAG SCREWS3/8" DIA. LAG BOLTS6 7/8"TOP/SILL PLATE W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.TO SUBFLOOR W/ATTACH 1-1/8" RIM BD.8D NAILS @ 6" O.C.TO TOP & BOTTOM OFATTACH 1-1/8" OSB RIM BDEACH FLOOR MEMBERW/ 8D NAILSMFD TRUSS3122-2x8FLUSH BEAM5'-0"1/4"=1'-0"CROSS SECTION A1-A1MFD TRUSS3-1/2" CONC. FLOOR3/4" SUBFLOOR11 7/8" MFD I-JOISTS4" CONC. FLOORGARAGE34'-0"4'-2" POUREDCONC WALLMUDRM9'-11 1/4" 8'-1 1/8"8'-1 1/8"1'-0"1267 7/16"BEDRM3/4" SUBFLOOR11 7/8" MFD I-JOISTS8'-1 1/8"FRAMED DOWNCEILING12'-10 3/4"OSB SHEATHING& POLY BY FRAMERSFAMILY/REC ROOM12613'-6 1/2"UTILITY / LAUNDRY23'-0"126MFD TRUSSMFD TRUSS1265"SIMPSON DTT1Z ORSIMPSON DTT1Z ORNOTE: PORCH TRUSSESBEAR AT HOUSE WALLPERMIT/CONSTRUCT PLANS17392 DURHAM DRIVELOT 15 BLOCK 6 - BROOKSHIRE 2ND ADD.DROPPED 8"DROPPED 8" 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. 2016C6.0XFINNEGAN 3035-A3.3-GLPC#1057,1060:12-28-22-LLPC#1043: 10-12-2022-AFPC#1082: 4-1-23-LLPERMIT/CONSTRUCT: 7-29-24-RKGARAGE SLAB LEDGE DETAIL1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANTEXTEND POLY VAPOR1-1/2" THERMAX2-1/4"X12" DUCTINSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL1/2"=1'-0"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.11 7/8" MFD I-JOISTS3/4" 250 SUBFLOOR4'-9 5/8"3 1/2" CONC. FLOOR3/4" 350 SUBFLOOR11 7/8" MFD I-JOISTS4'-4 1/8"8'-1 1/8"8'-1 1/8" 8'-1 1/8"3'-6" POUREDCONC WALLLIVINGROOM1/4"=1'-0"CROSS SECTION C-C3-1/2" CONC. FLOORUNFINISHEDCRAWL SPACEBEDRM #316x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTUREI-JOISTS 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 R806WATERPROOFINGTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINIOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ FOAM SILL SEALMIN. 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 1322.2100TYPICAL WALL SECTION (4-12-2016)1/2"=1'-0"POURED CONC. WALL8" THICK, 3'-6" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED ATR-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECS8'-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 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)W/ VAPOR BARR.5/8" GYP. BD.W/ APPROVED SEALANT1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTEDABOVE GRADE PROTECTIONOF INSULATION EXTENDING6" BELOW GRADEFINISHED GRADEWILL VARYABOVE GRADE PROTECTION OFINSULATION EXTENDING6" BELOW GRADE(WHERE APPLICABLE)2x6 EXTERIOR WALL(SEE OSWELL ENGINEERING)R-0.62R-21R-N/AR-N/ATOTAL R-VAULE:=20.92INSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.173" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF AT1/2" SAG-RESISTANTTHRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)ALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOMOF FOUNDATION WALL(ONLY IF REQUIRED PERFOUNDATION CALCULATIONS)R-5 RIGID INSULATION-ON INSIDEPASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"R-5 RIGID INSULATIONTAPE & SEAL AT TOPR-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECS3'-6"VENT PIPE RUNNINGGYP. BD.1/2" SAG-RESISTANT8'-1 1/8" 8'-1 1/8"(ONLY IF REQUIRED PERFOUNDATION CALCULATIONS)INSULATE, POLY & INSTALLBEFORE FRAMING FULLOSB SHEATHING ON THEHEIGHT 2x4 FURRING WALLEXTERIOR 2X6 SIDE-WALLFINISHED, FRAMER WILLNOTE: WHEN L.L. BEDRM1'-6 5/8"1"=1'-0"DETAIL (L.L. BEDRM)LOOKOUT FINISH WALL2x6 TREATEDSILL PLATE1x6SILL PLATE2x4 INTERIORWALL2x_ TREATEDBLOCKING1/2" GYP. BD.1/2" GYP BD LEDGE6-1/2" CAP BOARDSHOE PERIMETERWINDOW FRAMEEXTERIOR SHEATHINGR-10 EXTERIORINSULATIONR-5 INTERIORINSULATION (IFREQ'D PER CODE)1/4"=1'-0"CROSS SECTION D-D11 7/8" MFD I-JOISTS3/4" 250 SUBFLOOR4'-9 5/8"4'-4 1/8"BEDROOM3-1/2" CONC. FLOORUNFIN.CRAWLSPACELIVINGROOMBEDRMDININGROOM5'-0" MAXCLEAR OPENING BOTTOM OF HEADER TO BEFLUSH W/ BOTTOM OF I-JOISTS2X6 STUDS, 16" O.C.MECHANICAL DUCTWORKMECH ROOM OPENING1/2"=1'-0"MECHANICAL ROOM SIDE 2-2X10 HEADERCRAWLSPACE SIDE 11-7/8" I-JOISTS PERMIT/CONSTRUCT PLANS17392 DURHAM DRIVELOT 15 BLOCK 6 - BROOKSHIRE 2ND ADD. 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 CAUTION: this layout is a mirror image of the original model. Please review all materials for accuracy to ensure bevel cuts, skewed hangers, and other angled output are reported correctly.Customer:Job Name:Plan/Model#:DR Horton3035 Finnegan A,BAddress //Lot:City, State:,MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 1 of 4 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Justin H.Checked By:Justin H.Release Date:9-18-23Revision Date:10-25-23Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. For A3.1-A3.3 installation specifications see Rim Board Details and Installation in Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. Plate nail - 16d (0.135" x 312") at 16" on-center* Toe nail - 10d (0.131" x 3") at 6" on-center* When sheathing thickness exceeds 78", trim sheathing tongue at rim board Web Stiffeners required each side at A3._W A3 A3.2A3.1 A3.3 A3W W A3.1 W A3.2 W A3.3 * Floor panel nail - 8d (0.131" x 212") at 6" on-center* 118" TJ® Rim Board, (A3.1/A3.1W only) 114" or 1 12" TimberStrand® LSL. Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: 118" TJ® Rim Board, 114" TimberStrand®LSL or TJI® joist. Web stiffeners required on both sides at B1W and B2W ONLY B1WB1 B2 B2W 116" 2x4 minimum squash blocks Blocking panels may be required with braced/shear walls above or below — see detail B1 TJI® 560 floor joist Top View NAILING AT BEARING (FLOOR) 134" minimum end bearing single-family applications TJI® Joist to Bearing Plate 118" TJ® Rim Board, 114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist: One 10d (0.131" x 3") nail into each flange TJI® 210, 230, and 360 rim joist: One 16d (0.135" x 312") nail into each flange. With depths > 16", use TJI® 360 rim joist. Shear transfer: Connections equivalent to floor panel nailing schedule TJI® 560 rim joist: Toe nail with 10d (0.128" x 3") nails, one each side of TJI® joist flange Rim to TJI® Joist Squash Blocks to TJI® Joist (Load bearing wall above) One 10d (0.128" x 3") nail into each flange 118" TJ® Rim Board or 114" or 1 12" TimberStrand® LSL. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" minimum intermediate bearing 514" may be required for maximum capacity Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116" Blocking panel: 118" TJ® Rim Board, 114"or 112" TimberStrand® LSL, or TJI® joist End of joists at centerline of support B4 Load bearing or braced/shear wall above (must stack over wall below when present) B4W Web stiffeners required on both sides of both joist ends at B4W ONLY Hanger Backer Block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach per the table below. Clinch nails when possible. H2 Backer block both sides of web with single TJI® joist Double TJI® Joist Filler Block: Attach per the table below. Clinch nails when possible. With top mount hangers, backer block required only for downward loads exceeding 250 (395 factored) lbs or for uplift conditions. For filler and backer block sizes see Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. TJI® Depth, D TJI® Flange Width Block Type Nail Size Quantity 912" <D< 20" 20" <D< 24" less than 312" 312" 312"Filler Backer 16d(0.135" x 312") 10d(0.128" x 3") 25 - each side 15 Filler Backer 16d(0.135" x 312") 10d(0.128" x 3") 15 - each side 15 Filler Backer 10d(0.128" x 3") 15 1510d(0.128" x 3") For nailing capacities refer to TB-834 (ASD) and TB-861 (LSD) For triple TJI® joist header conditions refer to Weyerhaeuser Technical Bulletin TB-820 WARNING Joists are unstable until braced laterally. Safety bracing required during installation. rim board closure 1 1/8" iLevel along panel edges and in field Additional connections may be required to transfer lateral loads from wall above. Attach with 8d (2 1/2" box) nails @ 6" o.c. 24/16 span rated sheathing (7/16" min.) iLevel rim board or 2X8 (min)solid sawn nailed to top plate Maximum 1 1/8"x4 1/2" (min.) 8d (2 1/2" box) nails @ 6"o.c. 2x plate -Joist must be sized properly for vertical loading (Block must be full length between joist (Verify with building official if pressure treated plywood is required due to distance from ground) Lateral load transfer due to wind or seismic loads for this detail is 180 PLF (pound per linear foot) meeting conventional construction building practices TJI® Joist and tight to each flange) -See details in iLevel specifiers guide for all other requirements EXTERIOR DECK ATTACHMENT Structural exterior sheathing See fastener table below. Maintain 2" distance (minimum) from edge of ledger to fastener. LA Flashing Treated 2x_ ledger 118" TJ® Rim Board or 114" or 112" TimberStrand®LSL. (1) Corrosion-resistant fasteners required for wet-service applications. (2) Allowable load determined in accordance with ASTM D7672. (3) 118" TJ® Rim Board is allowed with joist depths < 16" only. (4) Maximum 12" shimmed air space. Fastener Allowable Load (lbs/bolt) 480 12" lag bolt 118" TJ® Rim Board Rim Board Material 1 14" TimberStrand® LSL 1 12" TimberStrand® LSL 610 675 695 12" Through bolt 725 725 12" Through bolt with Air Space 615 (2) (3) (4) _ W Web stiffener both sides. See table below. 2x4 Minimum Web Stiffener Size 58" x 2516" 34" x 2516" 78" x 2516" 560 Tight fit* 110 210 230 & 360 End 3 WEB STIFFENER ATTACHMENTGap*: 18" minimum 234" maximum TJI® Joist Series Type 8d (0.113" x 212") 1" (112" for TJI® 560, 560D) * With point load from above, and no support below, install web stiffener tight to top flange (gap at bottom flange) All Depth (in.) 560D All All All 18" 20" 22" 24" 2x4 Nailing Requirements 16d (0.135" x 312") 16d (0.135" x 312") 3 Number Nails Intermediate 4 5 6 6 4 5 11 13 (2) (2) (1) (1) (1) Nailing: See table below. (1) PS1 or PS2 sheathing, face grain vertical (2) Construction grade or better (3) Web stiffeners are always required for 22" and 24" TJI® 560D Joists (3) (3) Floor panel nail - 8d (0.131" x 212") at 6" on-center Toe nail - 10d (0.131" x 3") at 6" on-center Install proper blocking to support all panel edges Sheathing boundry nails, 8d (0.131 x 212") at 4" o.c. For additional installation specifications see Rim Board Details and Installation in Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. A3.4 12" min. 2x_ stud wall at 16" on-center Plate nail, 16d (0.135" x 312") at 12" on-center When sheathing thickness exceeds 78", trim sheathing tongue at rim board A3.4 W Web stiffeners required on both sides at A3.4W ONLY For rim board thicker than 134" - Attach TJI Joist to rim board with one 10d (0.128" x 3") nail. Top nail from TJI joists into rim board. - Connect corner with four 10d (0.128" x 3") nails. Toe nail from side of parallel closure into rim board. 114" or 1 12" TimberStrand®LSL rim board. 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for blocking panels 912" deep or shorter than 12" long. Do not cut flanges. Attach reinforcement to joist flange with 8d (0.131" x 212") nails at 6" on-center. When reinforcing both sides, stagger nails. E3E2 2 '-0 "m a x im u m Face grain horizontal 4'-0" length of 34" reinforcement on one side at E2, both sides at E3 118" TJ® Rim Board or 114" or 112" TimberStrand® LSL. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. 2 '-0 " m a x im u m Not for use with 312" TJI® joist flange widthsE4 Attach reinforcement to joist web with 3 rows 10d (0.148" x 3") nails at 6" on-center, clinched. Use 2 rows with 912" and 1178" TJI® joists. 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for blocking panels 912" deep or shorter than 12" long. Do not cut flanges. 6'-0" length of TJI® joist reinforcement and filler block. Use 4'-0" length with 912" and 1178" TJI® joists. 118" TJ® Rim Board 114" or 112" TimberStrand® LSL. Nail with 10d (0.131" x 3") nails,one each at top and bottom flange. Top mount hanger H1 Face mount hanger Web stiffeners required if sides of hanger do not laterally support at least 38" of TJI® joist top flange Hanger height must be a minimum of 60% of joist depth L6 Multiple pieces can be nailed or bolted together to form a header or beam of the required size, up to a maximum width of 7" Load must be applied evenly across entire beam width. Otherwise, use connections for side-loaded beams. When fasteners are required on both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side. (1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.162" diameter; screws are SDS, SDW, USP WS, or TrussLOK® (2) An additional row of nails is required with depths of 14" or greater. (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below. Piece Width # of Plies Fastener Type Min. Length # Rows O.C. Spacing Location 10d nails 3" 312" 134" 2 3 4 2 12d-16d nails Screws 10d nails 12d-16d nails Screws 10d nails 12d-16d nails Screws Screws 12" bolts (1) (3) (3) 3 14" 338" or 312" 3" 3 14" 338" or 312" 5" 3" 3 14" 5" or 6" 6 34" 5" or 6" 6 34" 8" 3 2 2 3 2 2 3 2 2 2 2 12" 24" 12" 24" 12" 24" 24" 24" One side Both sides One side Both sides One side(per ply) Both sides One side Both sides One side - (2) (2) (2) (2) (2) (2) Fastener Installation Requirements Multiple-Member Connections for Top-Loaded Beams Option #2: 2x_ strapping installed at 13 joist-span locations using two 212" screws per joist, typical Option #1: TJI® joist blocking with end blocks installed at 13 joist-span locations using two 8d (0.113" x 212") nails or 212" screws, typical PB1 Option #3: Directly applied ceiling When specified on the layout, one of the bracing options above is required Apply subfloor adhesive to all contact surfaces 8 ' m a x .1 3 jo is t s p a n DO NOT cut, notch or drill holes in headers or beams except as indicated in illustrations and tables. DO NOT cut or notch flange. DO NOT cut holes in cantilever reinforcement. 112" hole may be cut anywhere in web out- side of hatched zone Min. distance from Table ANo field cut holes in hatched zones Minimum distance from edge of hole to inside face of nearest end support minimum (applies to all holes except knockouts) Table A - End Support 6" 6"1L 12 x D 1D DL 2 x L minimum 2 2 6" 6" 2 ALLOWABLE HOLES - TJI® Joists 1.3E TimberStrand®LSL allowed hole zone dd Microllam®LVL and Parallam® PSL allowed hole zone middle 13 span 1.3E TimberStrand® LSL hole zone Microllam®LVL and Parallam® PSL hole zone 2 x diameter of the largest hole (minimum) d 13 depth 1" 2" 134" Maximum Round Hole Size Header or Beam Depth 438" 714"- 20" 512" See illustration for Allowed Hole Zone Other Trus Joist® Headers and Beams 1.55E TimberStrand®LSL Headers and Beams ALLOWABLE HOLES - Headers and Beams 13 depth 2 x diameter of the largest hole (minimum) 8" See illustration for allowed hole zone 1114"-11 78" 14"-16" 914"-912" 358" 458" 3" No holes in headers or beams in plank orientation. Round holes only General Notes General Notes No holes in headers or beams in plank orientation. Allowed hole zone suitable for headers and beams with uniform loads only. Round holes only No holes in cantilevers. Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads. Maximum Round Hole Size Header or Beam Depth 8" Allowed hole zone Min. distance from Table BDo not cut holes larger than 112" in cantilever 6"Closely grouped round holes are permitted if the group perimeter meets requirements for round or square holes. 10'-0" 11'-6"3'-0"1'-0"1'-0" 1'-6" 9'-0"9'-0"6'-6"4'-6"1'-0" 1'-0"1'-0"360 1'-0" 12'-0" 17" 13" 15'-6" 15'-6" SQUARE OR RECTANGULAR HOLE SIZE Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support 16'-6" 16'-0" 21'-0" 20'-6" 18'-0" 17" 17'-0" For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided that no other holes occur in the joist. Distances are based on the maximum uniform loads from current Trus Joist specifier's guides. For other load conditions or hole configurations use Forte® software or contact your Weyerhaeuser representative. 15"8" 10"6"4"12"17"15"12"10"8"6"4" 16'-0" 15'-6" Holes may be located vertically anywhere within the web. Leave 18" of web (minimum) at top and bottom of hole. Knockouts are located in web at approximately 12" on-center; they do not affect hole placement. 1'-0" 1'-0" 1'-0" 1'-0" Rectangular holes based on measurement of longest side. 18" 20"1'-0"560 560 360 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 2'-0" 3'-0" 3'-0" 6'-0" 6'-0" 12'-0"5'-6" 16'-6" 11'-0" 15'-0" 10'-0" 6'-0" 9'-0" 6'-0" 3'-0" 1'-6" 4'-0" 1'-0" 1'-0" 1'-0" 1'-0" 16'-6" 18'-0" 16'-6" 14'-0"8'-6" 7'-0" 9'-0" 11'-6" 16'-6" 12'-6" 14'-6" 19'-6"17'-6' 19'-0" 20'-0" 19'-6" 10'-0" 17" 11'-0" 13" 10'-6" ROUND HOLE SIZE Table B - Intermediate or Cantilever Support 11'-0" 10'-0" 15'-0" 13'-6" 4'-0" 8'-6"2'-6"230 3'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-0" 1'-0" 1'-0" 4'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 16" 14" 230 560 360 1'-0" 1'-0" 1'-0" 230 560 210 360 1'-0" 1'-0" 1'-0" 1'-0" 1178"1'-0"230 360 110 210 560 2'-0" 1'-0" 1'-6" 360 210 110 3'-0" 1'-0" 1'-0" 9'-6"5'-6"1'-0" 2'-6" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-0" 1'-0" 1'-0" 1'-6" 2'-0" 1'-0" 5'-6" 5'-6" 3'-6" 11'-0" 10'-0" 4'-0" 7'-0" 6'-6" 6'-6" 10'-6" 13'-6" 12'-6" 6'-0" 9'-6" 3'-6" 8'-6" 6'-0" 2'-6" 5'-0" 4'-0" 1'-0" 4'-6" 7'-0" 2'-0" 8'-0" 5'-6" 2'-0" 1'-6" 4'-6" 4'-0" 9'-0" 10'-0" 11'-0" 4'-6" 12'-0" 8'-6" 9'-0" 8'-6" 6" 3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 912" TJI® 210 110 2" 2'-0" 2'-0" 18" 20" 1'-0"360 560 560 360 1'-0" 1'-0" 1'-0" 560 1'-0" 4" 4" 3'-6" 3'-6" 612" 8'-0" 7'-6" 878" 11" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 8"10" 1'-0" 10'-0"5'-0" 11'-0"5'-0" 1'-0" 2'-0" 7'-0" 7'-0" 5'-0" 12" 7'-6" 15" 7'-6"3'-6"2'-0" 4'-6" 4'-6" 2'-0" 1'-6" 3'-6" 2'-6" 1'-0" 1'-0" 1'-0" 3'-0" 1'-0" 1'-0" 2'-0" 4'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 3'-0" 3'-0" 1'-0" 1'-0" 13'-0"6'-0"2'-0" 10'-0" 10'-6" 13'-6" 12'-0" 11'-0" 14'-6" 13'-0" 1'-0" 3'-6" 2'-0" 5'-0" 9'-0" 7'-6" 1'-0" 5'-0" 4'-0" 2'-6" 6'-6" 4'-6" 10'-0" 9'-0" 13'-6" 16'-0" 14'-6" 13'-6" 12'-6" 15'-0" 14'-0" 10'-0" 12'-0" 11'-0" 10'-6" 10'-0" 8'-6"3'-6" 5'-0" 1'-0" 6'-0" 9'-6" 5'-0" 10'-6" 5'-6" 3'-0" 2'-6" 8'-0" 8'-0" 7'-0" 12'-0"9'-0" 9'-6" 2'-0" 6" 1'-6" 1'-0" 1'-0" 3" 1'-0" 3'-0" 2'-6" 2'-0" 1'-6" 2" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4" 4'-0" 3'-6" 4"612" 7'-6" 6'-6" 11"878" 10'-0" 12'-0" 11'-6" 11'-0"10'-0"5'-0" 6'-6" 4'-0" 2'-6" 11'-0" 9'-6" 8'-0" 3'-0" 8" 4'-6" 10" 13'-6" 14'-6" 14'-6" 14'-0" 12'-6' 11'-0" 15"12" 13" 11'-0" 11'-0" SQUARE OR RECTANGULAR HOLE SIZE 13" 6'-0" 7'-0" ROUND HOLE SIZE 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 2'-0" 1'-6" 1'-6" 1'-0" 1'-6" 1'-0" 2'-0" 2'-6"1'-6"560 16" 14" 1'-0"360 210 230 560 1'-0" 1'-0" 1'-0" 210 230 110 1'-0" 1'-0" 1'-0" 1178" 912" 110 230 360 210 1'-0" 1'-0" 1'-6" 1'-0" 110 230 360 210 1'-0" 1'-6" 1'-6" 1'-0" 8'-0"3'-0" 4'-0" 1'-6" 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 8'-0"5'-6" 2'-6" 3'-0" 6'-6" 3'-6" 4'-0" 9'-0" 3'-6" 4'-0" 3'-0" 6'-0" 7'-0" 5'-6" 1'-6" 2'-0" 3'-0" 2'-0" 2'-0" 3'-6" 2'-6" 2'-0" 2'-0" 2'-6" 3'-0" 2'-6" 4'-0" 3'-6" 3'-0" 3'-0" 5'-6" 6'-6" 7'-0" 6'-0" 3" JOIST DEPTH TJI® 2" 4" 8 78" 11" 1'-6" 2'-0" 1'-6" 2'-6" 2'-0" 2'-0" 3'-6" 2'-6" 1'-0" 1'-6" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 3'-0" 2'-6" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 5'-6"4'-6" 8'-0" 4'-0"2'-6" 1'-0" 1'-0" 4'-0" 2'-0" 2'-0" 5'-0" 2'-0" 1'-6" 2'-0" 3'-0" 2'-6" 2'-0" 9'-6"8'-0" 9'-0" 8'-0" 10'-0" 7'-0" 6'-6" 9'-0" 9'-0" 8'-6" 8'-0" 7'-0" 6'-0" 6'-6" 2'-0" 3'-6" 2'-6" 2'-6" 2'-6" 4'-6" 3'-6" 3'-0" 3'-6" 3'-0" 2'-6" 2'-6" 3'-6" 5'-0" 4'-6" 4'-0" 7'-6" 7'-0" 6'-6" 6'-0" 3"2" 4" 11"878"612" 5'-6" 5'-0" 5'-6" 6'-0" 3'-0" 3'-0" 4'-6" 2'-6" 2'-0" 2'-6" 1'-6" 4'-6" 1'-0" 1'-6" 3'-6" 5'-6" 2'-6" 2'-6" 612" 4'-6" 5'-0" 5'-0" 5'-6" 5'-0" 5'-6" 6'-6" 4'-6" 3'-6" 4'-0" 4'-0" 7'-0" 3'-6" 3'-0" 6'-0" 7'-0" 6'-6" 5'-0" 3'-6" 3'-6" 5'-0" 3'-0" 2'-6" 2'-6" 2'-0" 5'-0" 1'-6" 1'-6" 4'-0" 6'-0" 3'-0" 2'-6" 5'-6" 5'-6" 6'-6" 5'-0" 4'-0" 4'-6" 5'-0" 7'-6" 4'-0" 3'-6" 6'-6" 7'-6" 7'-0" 5'-6" 5"5"7"7" 1'-6" 2'-6" 3'-0" 5" 4'-6" 5'-0" 2'-6" 3'-0" 6'-6" 5'-6" 1'-0" 5'-6" 3'-6" 3'-6" 3'-6" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-6" 7" 4'-6" 3'-0" 2'-0" 3'-6" 4'-0" 4'-0" 1'-0" 6'-6" 6'-0" 5'-6" 7'-6" 2'-6" 8'-6" 5'-0" 7"5" 5'-6" 6'-6" 3'-6" 2'-6" 5'-6" 4'-0" 4'-0" 1'-6" 7'-0" 5'-6" 5'-0" 7'-0" 2'-6" 8'-0" 7'-6" 4'-6" 4'-0" 6'-6" 8'-0" 11'-0" 6'-0" 9'-6" 9'-0" 10'-0" 11'-0" 5'-6" 7'-6" 8'-6" 10'-0" 6'-0" 7'-0" 7'-0" 5" 1'-0" 1'-0" 1'-0" 1'-0" 7" 1'-0" 1'-0" 1'-0" 1'-0" 5" 7" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 5" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 7"5" 1'-0" 1'-0" 3'-6" 1'-6" 6'-6" 4'-0" 6'-0" 8'-6" 7" JOIST DEPTH FILLER and BACKER BLOCK SIZES (1) If necessary, increase filler and backer block height for face mount hangers and maintain 18" gap at top of joist; see detail W. Filler andbacker block dimensions should accomodate required nailing without splitting (12" minimum for backer blocks and 24" minimum for filler blocks). 2x10 6'-0" long 110TJI® Joists Cantilever Filler (Detail E4) Filler Block (1) (Detail H2) Backer Block (1) (Detail F1 or H2) 2x6 4'-0" long 58" or 34" Depth 2x6 2x8 912" or 1178"14" 210 230 or 360 560 1178" Two 2x6 2x6 2x6 + 12" sheathing 4'-0" long 912" or 1178" 2x6 + 12" sheathing 2x6 + 38" sheathing 4'-0" long 2x10 + 38" sheathing 6'-0" long 34" or 78" 2x8 + 38" sheathing 2x6 + 38" sheathing 912" or 1178" 14" or 16" 2x10 + 12" sheathing 6'-0" long 78" or 1" Net 2x8 + 12" sheathing 14" or 16" 2x12 + 12" sheathing Not applicable 18" or 20" 2x122x8 18" or 20" Two 2x12 Not applicable Two 2x8 14" or 16" 1.5E TimberStrand®LSL Prescriptive Chart 13 depth 2 x diameter of the largest hole (minimum) 8" See illustration for allowed hole zone 1114"-11 78" 14"-16" 914"-912" 358" 458" 3" Round holes only General Notes No holes within 8" of joist ends. Maximum Round Hole SizeJoist Depth Allowed hole zone 1.5 E TimberStrand® LSL 8" Round holes larger than 3-5/8" up to 7-1/4" max. in 1.5" x 11-7/8" 1.5E TimberStrand LSL joist only Edge of large holes need to be at least 4 times the diameter of the largest hole (for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the next hole is a small 12" diameter hole). The hole must be centered within the joist vertically. No square or rectangular holes No more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span. See chart below for minimum distance from inside face of bearing to edge of hole for holes larger than 3-5/8" but not greater than 7.25" Minimum distance from edge of hole to inside face of bearing (end or intermediate) 4"5"6.5" 7.25" 2'-0"2'-0" 3'-0"3'-6" the area of a 7-1/4" circumscribed hole A smaller hole can be drilled within centered in the depth of the joist circumscribed 7-1/4" hole smaller hole drilled within circumscribed area of 7-1/4" hole assuming the circumscribed hole is a minimum of 3'-6" from face of bearing 1-1/2" x 11-7/8" 1.5E TimberStrand LSL floor joist No load bearing wall above Web stiffeners required each side at B3W ONLY B3WB3 Blocking panels may be required with braced/shear walls above or below — see detail B1 8" diameter maximum hole for 117 8" - 16" deep blocking panels; 6" diameter maximum for blocking panels 912" deep or shorter than 12" long. Do not cut flanges. E1 E1W Web stiffeners required on both sides at E1W ONLY 118" TJ® Rim Board or 114" or 112" TimberStrand® LSL. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange.SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ONTHIS DRAWING. LYMAN COMPANIES WOULD ONLY BE RESPONSIBLE FOR THEINDIVIDUAL MEMBER DESIGN, BASED UPON THE ASSUMED OR KNOWN VERTICALLOADS. THE BUILDER OR GENERAL CONTRACTOR IS RESPONSIBLE FOR THESTRUCURE(S) OVERALL DESIGN, AND IT IS STRONLY RECOMMENDED THAT ALLDRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FORTHE PARTICULAR PROJECT. Start Joist Layout Here. 19.2" o/c Products PlotID Length Product Plies Net Qty J1 42' 0" 11 7/8" TJI 110 joist 1 11 J2 16' 0" 11 7/8" TJI 110 joist 1 4 J3 12' 0" 11 7/8" TJI 110 joist 1 4 B1 4' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 2 Rim1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 9 Wall Framing PlotID Length Product Plies Net Qty B2 6' 0" 2 x 10 SPF No.1/No.2 2 4 CSCSCSCS CSCS A3 A3 A3 A3 A3 A3 B2 B2B1B1 J2Rim1Rim1Rim1Rim1Rim1 Rim1 Rim1 Rim1 Rim1 Rim1 J1 19.2" O.C. J2 19.2" O.C. J3 19.2" O.C.3'- 1 1/2"4'- 8 11/16"6'- 3 7/8"7'- 11 1/8"1'- 6 5/16"11'- 1 1/2"12'- 8 11/16"14'- 3 7/8"15'- 11 1/8"9'- 6 5/16"19'- 1 1/2"20'- 8 11/16"22'- 3 7/8"23'- 11 1/8"17'- 6 5/16"25'- 3 1/4"3" 3" Rim is attached to face of 2x6 bearing wall. Rim is attached to face of 2x6 bearing wall. D.R. Horton and Energy Star Requirements: -4 stud U corners required for siding and sheetrock backing. -Full depth headers as marked required for load transfer. -Double jack studs as marked under full depth headers required for load transfer. -Cripple studs required for load transfer at both ends of window sill and required for drywall on center spacing. Chase CAUTION: this layout is a mirror image of the original model. Please review all materials for accuracy to ensure bevel cuts, skewed hangers, and other angled output are reported correctly.Customer:Job Name:Plan/Model#:DR Horton3035 Finnegan A,BAddress //Lot:City, State:,MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 2 of 4 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Justin H.Checked By:Justin H.Release Date:9-18-23Revision Date:10-25-23SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ONTHIS DRAWING. LYMAN COMPANIES WOULD ONLY BE RESPONSIBLE FOR THEINDIVIDUAL MEMBER DESIGN, BASED UPON THE ASSUMED OR KNOWN VERTICALLOADS. THE BUILDER OR GENERAL CONTRACTOR IS RESPONSIBLE FOR THESTRUCURE(S) OVERALL DESIGN, AND IT IS STRONLY RECOMMENDED THAT ALLDRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FORTHE PARTICULAR PROJECT. Start Joist Layout Here. 19.2" o/c Products PlotID Length Product Plies Net Qty J1 34' 0" 11 7/8" TJI 110 joist 1 13 J2 24' 0" 11 7/8" TJI 110 joist 1 2 B1 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 B2 4' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 2 Rim1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 7 Lookout Headers PlotID Length Product Plies Net Qty B5 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 B6 6' 0" 2 x 10 SPF No.1/No.2 2 2 Walkout Headers PlotID Length Product Plies Net Qty B4 8' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 B3 4' 0" 2 x 10 SPF No.1/No.2 2 2 Wall Framing PlotID Length Product Plies Net Qty B3 4' 0" 2 x 10 SPF No.1/No.2 2 4 A3 A3 A3 A3 B1 B5 B6 B2B2Rim1Rim1Rim1Rim1 Rim1 Rim1 Rim1 B4 B3 B3B3 J1 19.2" O.C. J2 19.2" O.C.3'- 1"4'- 8 11/16"6'- 3 7/8"7'- 11 1/8"1'- 9"11'- 1 1/2"12'- 8 11/16"14'- 3 7/8"15'- 11 1/8"9'- 6 5/16"19'- 1 1/2"20'- 2 1/2"21'- 9 11/16"23'- 4 7/8"17'- 6 5/16"4-2x4 4-2x6 Walkout Foundation Lookout Foundation D.R. Horton and Energy Star Requirements: -4 stud U corners required for siding and sheetrock backing. -Full depth headers as marked required for load transfer. -Double jack studs as marked under full depth headers required for load transfer. -Cripple studs required for load transfer at both ends of window sill and required for drywall on center spacing. 1 Trimmer Each End CAUTION: this layout is a mirror image of the original model. Please review all materials for accuracy to ensure bevel cuts, skewed hangers, and other angled output are reported correctly.Customer:Job Name:Plan/Model#:DR Horton3035 Finnegan A,BAddress //Lot:City, State:,MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN#952-470-4800Sheet: 3 of 4 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Justin H.Checked By:Justin H.Release Date:9-18-23Revision Date:10-25-23SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ONTHIS DRAWING. LYMAN COMPANIES WOULD ONLY BE RESPONSIBLE FOR THEINDIVIDUAL MEMBER DESIGN, BASED UPON THE ASSUMED OR KNOWN VERTICALLOADS. THE BUILDER OR GENERAL CONTRACTOR IS RESPONSIBLE FOR THESTRUCURE(S) OVERALL DESIGN, AND IT IS STRONLY RECOMMENDED THAT ALLDRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FORTHE PARTICULAR PROJECT. Products PlotID Length Product Plies Net Qty B2 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2 Wall Framing PlotID Length Product Plies Net Qty B1 8' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 B3 8' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 4 B4 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 B5 10' 0" 2 x 10 SPF No.1/No.2 2 2 B6 6' 0" 2 x 10 SPF No.1/No.2 2 2 B7 4' 0" 2 x 10 SPF No.1/No.2 2 12 Kitchen Exterior Wall Material List PlotID Length Product Plies Net Qty Not Shown 8' 0" 1-1/2" x 5-1/2" 1.3E Timberstrand LSL 1 4 Not Shown 10' 0" 1-1/2" x 5-1/2" 1.3E Timberstrand LSL 1 6 Not Shown 12' 0" 1-1/2" x 5-1/2" 1.3E Timberstrand LSL 1 3 B3B3 B1B7 B7 B7 B4 B7 B7 B2 B5 11' 9 1/4"14' 0 1/2"14' 10 1/4"B6B7Roof trusses cantilevered over front wall. D.R. Horton and Energy Star Requirements: -4 stud U corners required for siding and sheetrock backing. -Full depth headers as marked required for load transfer. -Double jack studs as marked under full depth headers required for load transfer. -Cripple studs required for load transfer at both ends of window sill and required for drywall on center spacing. Roof Trusses Roof Trusses Roof Trusses 2 Trimmers Each End LSL Studs in this area. CAUTION: this layout is a mirror image of the original model. Please review all materials for accuracy to ensure bevel cuts, skewed hangers, and other angled output are reported correctly.Customer:Job Name:Plan/Model#:DR Horton3035 Finnegan A,BAddress //Lot:City, State:,MNJob#:Subdivision:Scale:Prepared By:Lyman Lumber Co.18900 West 78th StreetChanhassen, MN Sheet: 4 of 4 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Justin H.Checked By:Justin H.Release Date:9-18-23Revision Date:10-25-23SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ONTHIS DRAWING. LYMAN COMPANIES WOULD ONLY BE RESPONSIBLE FOR THEINDIVIDUAL MEMBER DESIGN, BASED UPON THE ASSUMED OR KNOWN VERTICALLOADS. THE BUILDER OR GENERAL CONTRACTOR IS RESPONSIBLE FOR THESTRUCURE(S) OVERALL DESIGN, AND IT IS STRONLY RECOMMENDED THAT ALLDRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FORTHE PARTICULAR PROJECT. COPYRIGHT HANSON GROUP, LLC 2020©THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESMATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.DescriptionApril 8, 2020Project Number:Date:0.145S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550443035-A-GL ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Ryan Mack4-8-2046673Date: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.SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND ISEXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANCONSTRUCTPORTAL FRAMEAS SHOWN IN 3/S1CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAILPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONSS1FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-412"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-412"±(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)(4-FT) (4-FT)(4-FT) (4-FT) ONE-SIDED (4-FT) ONE-SIDED (4-FT)(4-FT)(3.5-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3.5-FT)(5-FT)(5-FT)(7-FT)ONE-SIDED(7-FT)ONE-SIDED(7-FT) ONE-SIDED (7-FT) ONE-SIDED BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)(4-FT)(5-FT)ONE-SIDED(5-FT)ONE-SIDEDBRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE PARTIAL MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S2REFERENCE PLANSEE 2/S2 FOR TALL WALLFRAMING AT DINING ROOMWALL FRAMING ATKITCHEN BY SUPPLIERSCOPEDESIGN AND DETAIL OF THE TALL WOOD WALL FRAMING FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BEIN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.FRAMING NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL TALL WALL FRAMING AT THE LIVING ROOM FOR OUT-OF-PLANE WINDLOADING ONLY. REFER TO HANSON GROUP BRACED WALL DRAWING FOR MAIN WINDFORCE RESISTING SYSTEMREQUIREMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT 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.TALL WOOD WALL FRAMING IS DESIGNED TO MEET H/180 DEFLECTION CRITERIA AT A MINIMUM.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 BETTERLOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODECOPYRIGHT HANSON GROUP, LLC 2020©DescriptionApril 16, 2020Project Number:Date:0.145S21Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550443407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.4-16-203035 ModelAll Elevations GR & GLMinnesota Construction8'-118"312PROVIDE 2x6 BLOCKING BETWEENSTUDS AT INTERVALS NOT TO EXCEED10-FT ALONG HEIGHT OF WALLWALL TOP & BOTTOM PLATES MAYBE STANDARD SPF/SYP MATERIALPROVIDE (1) 2x6 BEARINGSTUD & (1) 2x6 FULLHEIGHT KING STUD EACHSIDE OF WINDOW OPENINGSTANDARD HEADERBY SUPPLIER2x6 STUDS @ 16" O.C.TYPICAL FULL HEIGHTWALL FRAMING(BALLOON FRAMED)S2FRAMING DETAILDINING ROOM TALL WALL FRAMING(ACTUAL LAYOUT MAY BE MIRRORED)2CL Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-May-14 15:21:07Right-Suite® Universal 2023 23.0.05 RSU64702 Page 1 ...Wrightsoft HVAC\DR Horton\DRH 3035 Finnegan.rup Calc = MJ8 Front Door f aces: W Job:Load Short Form 12/13/23Date:Entire House Pat RyanBy: 3035 FinneganPlan:Silver Tree Plumbing and Heating LLC 1335 Mendota Heights Rd, Mendota Heights, MN 55120 Phone: 651-319-4200 Email: patr@silvertreepandh.com Web: www.silvertreepandh.com Project Information 3035 Finnegan, D.R. HortonFor: Design Information InfiltrationClgHtg Blower doorMethod87-9Outside db (°F) 3 (partial) / 2Shielding / stories7570Inside db (°F) 50 Pa / 2.0 / 739 cfmPressure /ACH /AVF1279Design TD (°F) M-Daily range 5030Inside humidity (%) 3631Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Bryant Make Bryant Trade BRYANT Trade 14 SEER2 AC Model 912SE36060M14 Cond GA4SAN42400NA0 AHRI ref 211778830 Coil CVPVA2414XMC+912SD36060E14 AHRI ref 208941430Efficiency92.1 AFUE Efficiency 12.0 EER2,14.5 SEER2 Heating input Btuh60000 Sensible cooling Btuh18400 Heating output Btuh56000 Latent cooling Btuh4600Temperature rise °F69 Total cooling Btuh23000 Actual air flow cfm767 Actual air flow cfm767 Air flow factor cfm/Btuh0.025 Air flow factor cfm/Btuh0.044 Static pressure in H2O0.80 Static pressure in H2O0.80 Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Bed #4 187 1394 1031 34 45 Bed #1 273 2299 2257 57 98 Family/Rec Room 401 5309 3840 131 167 LL Bath 68 1369 398 34 17Utility/Laundry 149 0 0 0 0 LL Stairs 60 0 0 0 0 Crawl Space 932 3367 232 83 10Ensuite Bath 96 1762 620 43 27 Bed #2 162 1986 617 49 27 Bed #3 152 1270 568 31 25 Bath #1 65 407 95 10 4 1/2 Bath 43 0 0 0 0 Main Stairs 32 0 0 0 0 Living/Dining 386 5208 4724 128 206 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-May-14 15:21:07Right-Suite® Universal 2023 23.0.05 RSU64702 Page 2 ...Wrightsoft HVAC\DR Horton\DRH 3035 Finnegan.rup Calc = MJ8 Front Door f aces: W Kitchen 245 1691 1397 42 61 Study 167 2786 1354 69 59 Foyer 98 2278 470 56 20 Hall 79 0 0 0 0 Entire House 3595 31126 17604 767 767Other equip loads 4652 258 Equip. @ 0.92 RSM 16343 Latent cooling 3306 TOTALS 3595 35778 19650 767 767 TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 Ryan Klika