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LA221861 - 20154 Gambrel Path-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 SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. SIDING STYLESARE PER PLAN.REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT ANDPORCH CEILING MATERIALS.ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECIFICATIONS.TRIM SIZED PER PLAN.PER PLAN AND COMMUNITY SPECIFICATIONS ONLY:WRAP ALL WINDOWS AT SIDES & REAR OF HOME W/ 4" TRIM.INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL ON A4 FORINSTRUCTIONS ON WRAPPING THE WINDOWS.ADDRESS NUMBERS TO BE 4" HIGH MIN. & CONTRAST TO BACKGROUND.ROOF VENT INSTALLATION NOTES:1. ALL ROOF VENTS TO BE INSTALLED OVER 8" WIDE x 9" HIGH OPENINGS INTO THEROOF SHEATHING.2. STANDARD LOCATION OF ROOF VENTS ON GABLE ROOFS TO BE 12" DOWN FROM THEROOF RIDGE TO THE TOP OF THE 8"x9" OPENING.3. HIP ROOFS MAY REQUIRE THE OPNG'S. TO BE CUT FURTHER DOWN FROM ROOFRIDGE TO ALIGN W/ REQUIRED SIDE ROOF VENTS. SEE ROOF PLAN.4. ROOF SHEATHING TO BE REMOVED FROM UNDERNEATH OVER-FRAMED ORPERPENDICULAR ROOF SYSTEMS FOR PROPER AIR MOVEMENT.5. NO ROOF VENT OPENINGS WITHIN 36" OF ANY VALLEY'S.LENNARSQUARE FOOTAGESINDEXEXTERIOR NOTESGARAGE HARDWARE PERCOMMUNITY SPECSEXTERIOR MATERIALS % LAP SIDING = 61% STONE = 25% BOARD & BATTEN = 11% TRIM = 3%20154 Gambrel Path Cedar Hills-3rd Addition LP VERTICAL BOARD & BATTEN SIDINGFACE APPLIED STONE VENEERLP HORIZONTAL LAP SIDINGHARDBOARD SIDING ON FRONT ELEVATION.FACE APPLIED STONE VENEERHARDBOARD SIDING ON SIDE AND REAR ELEVATIONS.LP HORIZONTAL LAP SIDINGConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode02/21/2024jnuetzman W.H.TANKLESSCONC. SLAB20" x 8" CONC. FOOTINGFOUNDATION WALLDOUBLE TOP PLATEPER PLANFLR. SYSTEM8" W. POURED CONC.1/2" DIA. x 10" ANCHORBOLT AT 72" O.C.R-20 BATT INSUL.2x8 (TR.) SILL PLATEW/ SILL SEALERGRADEOR APPROV. STRAP3'-6"R-20 SPRAY FOAM INSUL.RIM BOARDR-10 EXT. FDN. INSUL.R-5 RIGIDINSULATIONWATERPROOFINGTOP OF FDN. WALLCANT PLATE 1 1/2"SQUASH BLOCKS@ ALL POINT LOADS2x8 STUDS @ 16" O.C.SIDE WALLWALKOUTFDN. ONLY4" WEEPS EVERY 6'WATERPROOFING6" MIN.1/2" ROCK, 8" DEEPEXT. FIN. PER PLANWRB 1/2" EXT. SHEATHING1/2" ROCK, 8" DEEP20" x 8" CONC. FTG.W/ SILL SEALER(TR) 2x6 SILL PLATEGRADER-20 BATT INSUL.BOLT AT 72" O.C.1/2" DIA. x 10" ANCHOR8" W. POURED CONC.FOUNDATION WALL CONC. SLABPER PLANEXT. FIN. PER PLANDOUBLE TOP PLATEHEADER AT WIN.4 MIL POLY8"2"WRB PER PLAN FLR. SYSTEMVAPOR BARRIERR-10 RIGID INSUL.OR APPROV. STRAP42" MIN.WATERPROOFINGREQ'D. @ TOP OFFDN. WALLR-20 INSUL. @ RIMRIM BOARD6" MIN.1/2" EXT. SHEATHINGSUBFLOORFLOOR JSTS/TRUSSES20"x8" CONC. 2x6 TOP PLATECONC. SLABPER PLANPER PLAN16" O.C. (TYP)2x6 STUDS @2x6 TREATEDPLATESECURED W/POWDEREDACTUATEDFASTENERS@ 24" O.C.1"4"x1/2" TRT'D.PLYWOOD,HOLD UP 1"FROM FTG.EACH SIDEBY ENGINEERFTG. U.N.O.AT FOUNDATION4" D. x 8" H. LEDGEPER PLANSUBFLOORFLOOR SYSTEMRIM BOARDCONC. STOOP7 3/4" ENTRY DR. MAX. TO10"30 MIL PVC MEMBRANESEAL ALL SEAMS,CORNERS & EDGES W/35 MIL POLYETHYLENEBACKED SYNTHETICBUTYL RUBBERADHESIVE MEMBRANE1/2" SHEATHING(2") R-10 EXTERIORR-20 SPRAY FOAM INSUL.WATERPROOFINGREQ'D.@ TOP FDN.FOUNDATION INSULATION2x8 SILL PLATEW/ ANCHOR BOLTS1 1/2" CANT'D. ALIGN W/ FDN. WALLTHRESHOLD4" CONC. SLABFLOOR SYSTEMGARAGE SLAB SLOPE: 4"20" x 8" CONC. FOOTINGPER PLAN20" x 8" CONC. FOOTING8" PER PLAN WATERPROOFINGB.O. FTG.GRADE3'-6" MIN.VAPOR BARRIER8" GRANULAR FILL4" CONC. SLABTOP OF CURBTOP OF FDN.TREATED 2x SILLPLATE W/ SILL SEALERSHEATHINGEXT. MTR'L. PER PLANRIM BOARD (BY MFG.)5/8" GYP. SHEATHINGR-10 EXTERIOR FDN.INSULATION10"6"4"2" CERTI-STUD ATFOUNDATION LEDGER-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOP OFFOUNDATION WALL2x6 SILL PLATEW/ ANCHOR BOLT / STRAPNO CANT. AT GARAGESTD. RIM DETAILHOUSE BASELINE DIM.GAR. OUT TO OUT DIM.NOTE: NO R-5 INSUL.REQ'D. AT GAR./HOUSEINT. COMMON WALLS4" WEEPS EVERY 6'4"(PLATE SIZE PER PLAN)6" MIN.NOTE:FOUNDATION SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"Top of WallConnectionsTop of WallConnections 66UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. GENERAL NOTES:·FIRST FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. FIRST FLOOR WINDOWS TO BE FRAMED AT 7'-11" (U.N.O.)·SECOND FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. SECOND FLOOR WINDOWS TO BE FRAMED AT 6'-11" (U.N.O.)·ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.0.)·GARAGE WALLS TO BE 2x4 @ 16" O.C. (U.N.O.)·INSTALL 5/8" FIRECODE GYPSUM BOARD ON ALL GARAGE CEILINGS AND ADJOININGHOUSE WALLS·ALL INTERIOR HOUSE WALLS TO HAVE 1/2" GYPSUM BOARD, ALL HOUSE CEILINGS TOHAVE 5/8" FIRECODE GYPSUM BOARD·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING & BEARING WALLSPER PLAN (U.N.O.) ALL INTERIOR WALLS FRAMED @ 16" O.C.·ALL ANGLED WALLS ARE 45 DEGREES (U.N.O.)·BEARING WALLS SHALL BE FRAMED W/ DBL. TOP PLATE & STUDS ALIGNING W/ FLOORTRUSSES ABOVE, REFER TO FLOOR TRUSS LAYOUTS·ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVELTO BEAR ON FOUNDATION, INSTALL BLOCKING IN FLOOR SYSTEM BELOW ALL POINTLOAD SUPPORTS·ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHT PERPLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THESPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATEELECTRICAL OR GAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUNDMATERIALS·REFER TO SPECIFICATION INFORMATION & CABINET SHOP DRAWINGS FOR KITCHEN &BATH CABINET LAYOUT, SIZES & FEATURES PER CABINET SUPPLIER·ALL BATHROOM FANS TO BE VENTED TO EXTERIOR·TOWEL BARS MOUNTED AT 54" AFF, TOILET PAPER HOLDERS MOUNTED AT 24" AFF·ALL PANTRY & LINEN CLST'S. TO RECEIVE WIRE SHELVING, (U.N.O.)·ALL CLOSETS TO RECEIVE (1) ROD & (1) WIRE SHELF (U.N.O.)·ALL WASHERS ON LEFT SIDE, ALL DRYERS ON RIGHT SIDE·AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICAL OUTLETIS CENTERED ON VANITY.PMPMPM -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Top of WallConnectionsTop of WallConnections 6586PFHPFH55555(1)3-1/2x7-1/4 LSL33 16" FLOOR TRUSS25/32" OSB SUBFL.BOTTOM OF TOP CHORDVAPOR BARRIERR-44 BLOWN INSULATIONEXTEND SHTG. TO5/8" DRYWALL CLG. (TYP.)CEILING(WINDWASH)MANUF. TRUSSES24" O.C.12PER PLANBATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL WALLS W/ 4 MIL. POLY (TYP.)7/16" OSB SHEATHING, TYP.VAPOR BARRIER2x6 STUDS 16" O.C.WALL CONST.SIDING PER SPEC. LEVELHOUSE WRAPROOF CONST.ASPHALT SHINGLES PER SPECS.WATERGUARD ICE BARRIER AT EAVESSOFFIT AND FASCIA PER SPEC. LEVEL7/16" OSB SHEATHINGINSULATION CHUTES15# FELT2x6 SUBFASCIA6" GRAVEL FILL6 MIL POLY / LAPPED 12" 3 1/2"CONCRETE SLAB20x8 CONC. FTG.RIM CONST. - R-20 MIN. 2x8 TR. SILL PLATE W/ A.B. (SEE SHT. S2)R-20 SPRAY FOAM INSULATION7/16" OSB SHEATHINGAPPROX. GRADE(CANT. PLATE 1 1/2" TO ALIGNW/ 1/2" INSIDE SHEATHING)8" POURED CONC. WALLFDN. WALL CONST."WATCH DOG" WATERPROOFING2" CERTI-STUD INSUL (R-10)2 3/8" "WATCHDOG" (R-10)XP BOARD TO GRADENOTE: R-5 INSULATIONREQUIRED AT LOOKOUT REARWALLS AND LOOKOUT SIDEWALLS ONLYWINDOW FALL PROTECTIONALL WINDOWS, WITH SILLSBELOW 36" A.F.F. AND 72"AT REAR WALL (LOOKOUT /WALKOUT)TO RECEIVE FALL PROTECTION,ABOVE YARD GRADEPER R312.2.1STD. ENERGY HEEL HT. MIN. 6"LENNAR WILL INSTALL A "PASSIVE RADON READY" SYSTEM.ALL BASEMENT SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY 6 MILPOLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURESWILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USINGPOLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMPBASKETS WILL HAVE SEALED LIDS.LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THEDRAIN TILE SYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILLUSE THE SHORTEST ROUTE TO EXIT THE ROOF SYSTEM, WITH A MAX. OF (2) 90DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILL BEINSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "RADON GAS VENTSYSTEM" AT ALL ACCESSIBLE LOCATIONS. ALSO, ALL RADON PIPES WILL BE LABELEDAT ALL FLOORS FOR FUTURE REFERENCE.AT ROOF EXIT LOCATIONS, WE WILL MAINTAIN A 10' DISTANCE TO ANY WINDOWLOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THELOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANYOBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. LENNAR WILLINSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FAN ADDITION.RADON NOTE:HOUSE WRAP CUTTING PATTERN12CUT HOUSE WRAPPER DIAGRAM.CUT UPPER FLAP AT 45FLEX WRAPWINDOW OPENINGWRAP TO SILL OF APPLY 10" FLEXUNDER HEAD INSTALL WINDOWINSTALL JAMBSTRIPS OVERINSTALLED WINDOWHOUSE WRAP FOLDHOUSE WRAP FOLDSTRIP UNDER UPPERINSTALL HEADUPPER FOLDAND TAPE OVERCUTOVER HEAD STRIPDROP UPPER FOLDTO SETTING WINDOWAPPY CAULK BEHINDWINDOW FINS PRIORHOLD UPPER FOLD OUT UNTIL FINAL STEPINSTALL, FOLD SIDEAFTER FLEX WRAPHOUSE WRAP FLAPSOVER FLEX WRAPAND TRIM / FASTENTAPETAPEWINDOW WRAP.CAP UNDERINSTALL DRIPDOWN EACH SIDE.BEND CORNERS3456789SEAMS W.H.TANKLESSSmokeCOSmokeCO HEADER1/2" GYPSUM BD.1/2" GYPSUM BD.WIN. OPNG.2x6 HEADER PLATEINSULATE1 1/4" RIM BOARD2x6 DOUBLE TOP PLATE2x6 SILL PLATESUBFL.INSULATE2" SPRAY6'-11 3/8" TO T.O. WIN. R.O.SUBFL. AT 8' CLG. 8'-0" TO SUBFL. AT 9' CLG.1x2 AT EA. SIDE OFWINDOW OPENINGSHEATHINGFOAM INSUL.FLOOR SYSTEM PER PLAN1/2" GYPSUM BD.TRUSS BTM. CHORDTOP PLATEDOUBLE WIN. OPNG.WIN. HDRS.SHEATHING2x6 HDR. PLATET.O. WIN. R.O.6'-11 3/8" TO SUBFL.INSULATEINT/EXT WALL INTERSECTIONINTERIOR WALL CORNER2x6 EXTERIOR WALL1/2" GYPSUM BOARD2x6 R.W. 2x4 R.W. 2x6 EXTERIOR WALL2x2 R.W. INSIDE CORNEROUTSIDE CORNERINSULATE STUDCAVITIES OF ALLCORNERS AND INTERSECTIONSOF OUTSIDE WALLSSIDING2x4 INTERIOR WALL 2x4 BACKINGAT MID HGT.2x4 INT. WALLSHEATHING(EXT. FIN. MAY VARY PER PLAN)PER PLANEXT. MAY VARYSHEATHING9'-0"PLYWD.ALUM. SOFFITW/ALUM.2 x 6 SPF1/2" OXBOARD SHEATHINGGABLEEND TRUSS(WHERE APPL.)2x6 FOR LOOK OUTSUSE SCRAP 2x4 ORNOTE:ENG'DFASCIADIM.2x4 INT. WALLBOARD1/2" GYPSUM5/8" GYPSUM BD.2x4 DOUBLETOP PLATE2x6 BACKINGBOTTOM CHORDOF TRUSSINT WALL2x2 NAILER3/4" PLYWOOD1/2" GYP. BD.FIRE STOP5/8" GYP. BD.I-JOISTDOUBLE TOP PLATEPER PLAN5/8" GYP. BD.1/2" GYP. BD.PER PLANHANGER(2) MICROLAM BEAMSHANGER1/2" GYPSUM BD.SUBFLOORNOTE:FOLLOW MFG'S NAILINGPATTERN FOR HANGERFLOORSYSTEMPER PLANFLOORSYSTEMPER PLANFLOOR SYSTEM PER PLAN1/2" GYPSUM BD.SUBFLOOR(2) 2 x HEADERS1/2" OSBDOUBLE TOP PLATESILL PLATESILL/ TILT TO OUTSIDEHEADER(1) 2X6 TRIMMER U.N.O. VARIES8'-1 1/8" or 9'-1 1/8" TYPICALVARIES7'-0" OR 8'-0" (MAIN FLOOR) / 6'-11 3/8" (2ND FLR.)(R.O.)(R.O.)ON FLOOR PLAN(REFER TO PLAN)FOR WATER DRAINAGERUN TRIMMERS TOBOTTOM OF HEADER(SEE PLAN)BOTT. PL.10"2x12 STRINGERS3'-0"10"7 3/4" MAX.(3) 2x12 STRINGERS5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)UNLESS NOTED OTHERWISE IN CONSTR. WORK ORDERPARTICLE BOARD TREADS & RISERS3"6 1/2" W. x 3/4" T.WOOD CAP5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)ALLOW 6'-8" MIN. HEADROOMNOTE:REFER TO SELECTIONS FOR REFER TO PLAN OR WORK ORDER FOR RAIL AND FINISH TYPE(S)NOTE: THIS DETAIL IS FOR FRAMING PURPOSES ONLY4"MAX.RAIL TYPE3/4" PLYWOOD1 1/4" RIMBOARDSUBFLOORFACE OF RISER3/4" PLYWOOD1 14"7 3/4" MAX.11 14"FLOORSYSTEMPER PLANMAX.MAX.1 14"11 14"MAX.MAX.2x4 TO EXTEND 1 1/2"BEYOND 2x AT EA. ENDCAULKNOTE:5 DEG.2 x W/BEV. TOP"Z" FLASHINGSMOOTH FINISH 2x4EXT. FINISH PER PLANSEE PLANVARIESROUGH OPENINGROUGH OPENINGSUBFLOORCRIPPLEHEADER PLATEDOUBLE TOP PLATE9'-1 1/8" OR 8'-1 1/8" TYPICAL STUDSNOTE: THIS DETAIL IS FOR FRAMINGPURPOSES ONLY, REFER TO SPEC'S. BOX NEWELSTARTER1 3/4" RIM BD.1/2" GYP.SUBFLR.PER PLANFLR. SYSTEM3'-0" FROM FIN. FLR.FOR RAIL & FINISH TYPES TREADPOSTSTONE CAPOR ROWLOCK BRICKFLASHING - CONT.CAULKSHEATHING15# FELT1" AIR SPACESTUD WALLSIDING PER PLANSLOPED TO DRAINSHEATHING ONCEDAR 5/4x BLOW UP DETAIL1 1/8"CAULK"Z" FLASHING"Z" FLASHING4"MINIMUM FINISH MTR'L.PER PLANPER PLANCAULK2x6 FRAMINGFINISH MTR'L.PER PLANWATER RESISTIVE BARRIERWIN. UNIT DIM.14"WIN. ROUGH OPENINGSHEATHINGWINDOW UNITGYPSUMSPRAY FOAM SIDINGTRANS.INSULATIONTRIMSTONE/BRICK CAPSLOPED TO DRAIN(FOR STONE CAP)CAULKTO BACK OF SILLSHEATHING15# FELT1" AIR SPACEFLASHING - CONT.FLASHING - CONT.(FOR BRICK CAP)TO BACK OF SILL2'-0"2x6 SPF MIN. ICE BARRIERVERT. TO ROOFW/ R20 MIN.2x6 STUD WALLON 4 MIL POLY1/2" GYPSUM BD.SOFFITSIDING PER PLANSHINGLES, 15# FELT, 48# BASESHEATHINGTRUSS BOT. CHORD5/8" GYPSUM BD.INSULATION BAFFLES (48" L.)ENG'D TRUSSES AT 24" O.C.R-49 INSULATIONDBL. TOP PLATEON 4 MIL POLYROOF VENTS AS REQUIREDSHEATHINGICE BARRIER6"MIN.HEEL HGT.ICE BARRIER TO END THIS POINTNOTE: ICE AND WATER SHIELD TO RUNENTIRE LENGTH OF ALL VALLEYS2 ROWS OF 24" TO INSURECOVERAGE PAST PLATE LINEEXTEND SHEATHING1 1/4" PAST END OF TRUSSFOR 6/12 PITCH ROOF.REDUCE OVERLAP PERSTEEPER PITCH TRUSSES.OVERLAP W/ FASCIAICE / WATER SHIELDBATT INS.5/8" FIRE-RATEDGYP. BOARDEXTERIORSHEATHINGWRB CONT. ONVERTICAL &HORIZONTALPLANES ATTUCKUNDER,TAPE ALL SEAMSR-20 SPRAYFOAM AT RIM6" DIA. R-4.2 INSULATEDFLEX-DUCT, HELD TIGHTTO FLOOR ABV.TYP. EXTERIORWALL: 2x6 STUDFRAMING W/ R-21BATT. INSULATIONTHERMOPANR-19 MIN. SPRAYFOAM INSUL.PER TABLE R402.1.1WRB CONTINUOUS ONVERTICAL AND HORIZONTALPLANES AT TUCKUNDER,TAPE ALL SEAMSTUCKUNDER FLOOR CAVITIESW/O HVAC BLOWN FULL W/ 11-7/8"FIBERGLASS L-77 INSULATIONI-JOIST FLRSYSTEMGARAGEHOUSEHOUSEELASTOMERICCAULK ATCORNER(BY INSULATORS)8" MIN.PVC SHOWER PAN LINER,DO NOT CUT, EXTEND UP WALL 8" MIN.CEMENT BOARD, OVER LINERCERAMIC TILEWOOD SUBFLOORGROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERTICAL TO DRAIN2-PIECE SHOWER DRAIN SYSTEMTILE SHOWER WALL & DRAIN DETAILTILE SHOWER PLATFORM DETAILCERAMIC TILE W/ BULLNOSED EDGE AT LIPCEMENT BOARD, OVER LINERWOOD SUBFLOOR(2) 2x4 SLEEPERS AT 8" O.CPVC SHOWER PANLINER, DO NOT CUT.CONTINUE OVERPLATFORM 12" MIN.GROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERT. TO DRAINCERAMIC TILEPLATFORM FLOOR1'-0" MIN.3/4" OSBTILE SHOWER CURB DETAILCEMENT BOARDTILE FLOORWOOD SUBFLOORCERAMIC TILE W/BULLNOSED EDGEBATHROOMSHOWER(2) 2x4 SLEEPERS AT 8" O.C3/4" OSB10"30 MIL PVC MEMBRANE, SEALALL SEAMS, CORNERS & EDGESW/ 35 MIL POLYETHYLENEBACKED SYNTHETIC BUTYLRUBBER ADHESIVE MEMBRANE4" MIN. AT GRADE2" MIN. AT HARD SURFACE W/ NO FOOTERGRADEMORTAR SCRATCH COATEXTERIOR SHEATHINGCULTURED STONE VENEER2 LAYERS WRBWIRE LATHMORTAR SETTING BEDWEEP SCREED, EXTEND MIN. 1" BELOWTOP OF FND. WALL2 LAYERS W.R.B. LAPPEDOVER WEEP SCREEDFRAMING HGT OF BOX PIER PER PLANPER PLAN4"(2) USP B88 CLIPS W/(36" H. MOST COMMON W/ RAILING)FINISH WIDTH IS PER PLAN(6) 3/8" x 1" LAG SCREWSTOP RAIL OF RAILING1/2" OSB SHEATHINGINSTALL ICE/WATER SHEILDBEHIND B88 CLIPS2X6 BACKER AT MID POINTBOTTOM RAIL OF RAILINGINSTALL 2x6, CLIPPEDFOR FLAT CLG. FINISHGYP. BOARD,FINISH PER PLANFLOOR SYSTEMPER PLAN5 12"2x4 STUD WALLNON-BEARINGN/A1FLASHING DETAIL3"= 1'-0"2NAILER DET.1"= 1'-0"3FLUSH BEAM1"= 1'-0"4DROP'D. BEAM1"= 1'-0"5EAVE/RAKE1"= 1'-0"8STONE SILL DETAIL1" = 1'-0"1411M. FLR. WIN. HDR.1" = 1'-0"12UPPER FLR. WIN. HDR.1" = 1'-0"13TYP. STUD LAYOUT1" = 1'-0"15DOOR FRAMING1" = 1'-0"16WINDOW FRAMING1" = 1'-0"19RAIL DETAIL1" = 1'-0"201x2 NAILER @ WINDOW3" = 1'-0"21TRIM DETAIL3" = 1'-0"10PIER W/ RAILING DTL.3/4" = 1'-0"6SOFFIT DETAIL1"= 1'-0"7STONE CAP1"= 1'-0"18STAIR FRAMING DETAILS1/2" = 1'-0"22TYPICAL OVERHANG DETAIL1" = 1'-0"23FLOOR ABV. GARAGE INSUL. DETAIL1" = 1'-0"24SERENITY SHOWER OPTION DETAILS1 1/2" = 1'-0"9STONE VENEER DTL.3/4" = 1'-0"17UNDER FIN. STAIR DTL1" = 1'-0" Weyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Structural Framer'sPocket Guide.Access with your Smart Phone.http://woodbywy.com/document/tj-9001/Have a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to:www.damagereport.ilevel.comSpecification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.com-Sheet1of 2Rev.6ByDateJLH7-8-22CommentsCreated separate pages for plans.Drawn By:Justin HOriginal Date:2-2-16Lennar HomesEJ04 Buckingham / EJ4F BirminghamElevation A,B,C,DMNArchitectural Drawings Prepared By:LennarStructural Drawings Prepared By:N/ADec 2015N/ADrive nails at anangle to minimizesplitting of plateOne 10d (3") box nail eachside of member at bearing,112" minimum from endSee framing plan (if applicable)or iLevel® Framer's PocketGuide for minimum end andintermediate bearing lengths.TJI® JOIST NAILING REQUIREMENTS at BEARING134" minimum bearing atend support; 312" minimumat intermediate supportTJI® Joist to Bearing PlateShear transfer: Connections equivalent tofloor panel nailing scheduleOne 8d (212") boxnail each side.Drive nails at anangle at least 112"from end.Squash Blocks to TJI® Joist(Load bearing wall above)One 10d (3") box nailinto each flange10'-0" 11'-6"1'-0"1'-0"1'-0" 1'-0" 9'-0"9'-0"6'-0"3'-0"1'-0" 1'-0"1'-0"3601'-0"12'-0"17"13"15'-6"15'-6"SQUARE OR RECTANGULAR HOLE SIZEMinimum distance from edge of hole to inside face of nearest intermediate or cantilever support16'-0"15'-6"21'-0"20'-6"18'-0"17"17'-0"DO NOT cut, notch or drillholes in headers except asindicated in illustrationsand tables.For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be locatedat the center of the joist span provided no other holes occur in the joist.Distances are based on the maximum uniform loads shown in current Trus Joist® product guides. For other load conditions or holeconfigurations contact your Weyerhaeuser representative.15"8" 10"6"4"12"17"15"12"10"8"6"4"16'-0"15'-6"Holes may be located vertically anywhere within the web. Leave 18" of web (minimum) at top and bottom of hole.Knockouts are located in web at approximately 12" on-center; they do not affect hole placement.1'-0"1'-0"1'-0"1'-0"Rectangular holes based on measurement of longest side.18"20"1'-0"5605603603601'-0"1'-0"1'-0"1'-0" 1'-6"1'-0"2'-0"3'-0"3'-0"6'-0"6'-0"12'-0"5'-6"16'-6"11'-0"15'-0"10'-0"6'-0"9'-0"6'-0"3'-0"1'-6"4'-0"1'-0"1'-0"1'-0"1'-0"16'-6"18'-0"16'-6"14'-0"8'-6"7'-0"9'-0"11'-6" 16'-6"12'-6"14'-6"19'-6"17'-6'19'-0"20'-0"19'-6"10'-0"17"11'-0"13"10'-6"ROUND HOLE SIZETable B - Intermediate or Cantilever Support10'-6"9'-6"15'-0"13'-6"4'-0" 8'-0"2'-6"2303'-0"1'-0"1'-0"1'-0"1'-0"3'-0"3'-0"1'-0"1'-0"4'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"16"14"2305603601'-0"1'-0"1'-0"2305602103601'-0"1'-0"1'-0"1'-0"1178"1'-0"2303601102105602'-0"1'-0"1'-6"3602101103'-0"1'-0"1'-0"9'-0"5'-0"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'-0"11'-0"10'-0"4'-0"7'-0"6'-6"6'-6"10'-0"13'-6"12'-6"5'-6"9'-6"3'-0"8'-6"5'-6"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"9'-6"11'-0"4'-6"12'-0"8'-0"9'-0"8'-0"6"3"1'-0"1'-0"1'-0"1'-0"1'-0"2'-6"2'-6"DEPTH912"TJI®2101102"2'-0"1'-6"18"20"1'-0"3605605603601'-0"1'-0"1'-0"5601'-0"4"4"3'-6"3'-0"612"7'-6"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"3'-0"12"6'-6"15"7'-6"3'-0"2'-6" 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"12'-6"6'-0"2'-0" 10'-0"10'-6"13'-6"12'-0"10'-6"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'-0"4'-6"10'-0"9'-0"13'-0"16'-0"14'-6"13'-0"12'-6"15'-0"14'-0"9'-6"12'-0"11'-0"10'-0"10'-0"8'-0"3'-6"5'-0"1'-0"6'-0"9'-6"5'-0"10'-6"5'-6"3'-0"2'-6"8'-0"7'-6"6'-6"12'-0"9'-0"9'-0"1'-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'-0"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"1'-0"8"1'-6"10"13'-6"14'-6"14'-6"14'-0"12'-6'11'-0"15"12"13"11'-0"10'-6"SQUARE OR RECTANGULAR HOLE SIZE13"6'-0"6'-6"ROUND HOLE SIZEMinimum distance from edge of hole to inside face of nearest end support1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"2'-0"1'-6"1'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"56016"14"1'-0"3602102305601'-0"1'-0"1'-0"2102301101'-0"1'-0"1'-0"1178"912"1102303602101'-0"1'-0"1'-0"1'-0"1102303602101'-0"1'-0"1'-6"1'-0"8'-0"1'-6" 3'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"8'-0"5'-6"1'-6"2'-0"6'-0"3'-6"4'-0"9'-0"3'-0"3'-6"2'-6"6'-0"6'-6"5'-0"1'-0"1'-0"1'-6"1'-0"1'-0"2'-6"2'-0"1'-6"2'-0"2'-6"3'-0"2'-0"4'-0"3'-6"2'-6"3'-0"5'-0"6'-0"7'-0"5'-6"Table A - End Support3"DEPTH TJI®2" 4"878" 11"1'-6"2'-0"1'-0"2'-6"2'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"5'-0"3'-6" 8'-0"2'-6"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"3'-6"1'-0"1'-0"1'-0"2'-0"2'-0"1'-6"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"1'-6"2'-6"2'-0"2'-0"2'-6"4'-0"3'-0"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"Also see detail B2612"5'-0"5'-0"5'-6"6'-0"2'-6"3'-0"4'-6"2'-6"1'-0"1'-6"1'-0"2'-6"1'-0"1'-0"2'-6"5'-0"1'-0"1'-0"612"4'-6"5'-0"5'-0"5'-6"5'-0"5'-6"6'-6"4'-6"3'-6"4'-0"4'-0"6'-6"3'-0"2'-6"5'-6"7'-0"5'-0"4'-0"3'-0"3'-6"5'-0"2'-6"1'-6"2'-0"1'-0"3'-0"1'-0"1'-0"3'-0"5'-6"1'-0"1'-0"5'-6"5'-6"6'-6"4'-6"4'-0"4'-6"5'-0"7'-0"3'-6"3'-6"6'-6"7'-6"6'-0"5'-0"5"5"7"7"1'-0"1'-0"1'-0"5"4'-0"4'-6"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'-0"7"4'-0"3'-0"2'-0"3'-6"4'-0"3'-6"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"2'-0"7'-0"5'-6"5'-0"7'-0"2'-6"8'-0"7'-6"4'-6"4'-0"6'-0"8'-0"11'-0"6'-0"9'-6"8'-6"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"1.3E TimberStrand® LSL allowed hole zoneddMicrollam® LVL andParallam® PSLallowed hole zonemiddle 13 span1.3E TimberStrand®LSL hole zoneMicrollam® LVLand Parallam®PSL hole zone2 x diameter of thelargest hole (minimum)d13 depth1"2"134"MAXIMUM ROUNDHOLE SIZEHEADER DEPTH438"714" to 20"512"See illustration for Allowed Hole ZoneOther Trus Joist® Trus Joist® Headers and Beams1.55E TimberStrand®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams13 depth2 x diameter of thelargest hole (minimum)2 x diameter of thelargest hole (minimum)Allowed hole zone8"8"See illustration for allowed hole zone1114"-11 78"14" to 16"914"-912"HEADER DEPTHMAXIMUM ROUNDHOLE SIZE358"458"3"No holes in headers or beams in plank orientation.Round holes onlyGeneral NotesGeneral NotesNo holes in headers or beams in plank orientation.Allowed hole zone suitable for uniformly loaded headers and beams only.Round holes onlyNo holes in cantilevers.BEAM ATTACHMENT at BEARINGThis sheet is intended as a supplement to the Trus Joist® Framer's Pocket Guide, which should be referenced for additional information.THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDINGAllowable Load400475Allowable load determined in accordance with AC 124.Corrosion-resistant fasteners required for wet-service applications.114" TimberStrand®LSL rim boardEXTERIOR DECK ATTACHMENTStructural exterior sheathingSee fastenertable below. Maintain2" distance (minimum) fromedge of ledger to fastener.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for TJI® blocking panels912" deep or shorter than 12" long.Do not cut flanges.GENERAL TRUS JOIST PRODUCT ASSEMBLY DETAILSE1E1WWeb stiffenersrequired eachside at E1WBacker block: Install tightto top flange (tight tobottom flange with facemount hangers). Attachwith ten 10d (3") boxnails, clinched whenpossible.H2Backer blockboth sides of webwith single TJI®joistFiller block: Attach with ten 10d (3") boxnails, clinched. Use ten 16d (312") boxnails from each side with 312" TJI® joistflange widths. Use fifteen nails withTJI® joist depths greater than 16".12" lag boltLA38" lag boltFastenerFlashingTreated 2x_ledger400N.A.118" Trus Joist®rim boardWeb stiffener each side.See sizes below.WTight fitWEB STIFFENER ATTACHMENTGap:18" minimum234" maximumThree 8d (212") box nails, clinched(Three 16d (312") box nails at 312"TJI® joist flange widths112"112"Load bearing or shear wall above(must stack over wall below)TJI® blockingpanelWeb stiffenersrequired each side atB1W and B2WB2B1B1WB2W116"2x4 minimumsquash blocksUse 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"With top flange hangers, backer block requiredonly for downward loads exceeding 250 lbs or foruplift conditions.NOTE: STUCTURAL DOCUMENTS FOR THIS PROJECT PER THE DESIGN PROFESSIONAL OF RECORD SHALLSUPERCEDE ALL ASSEMBLIES SHOWN IN THIS SECTION, ALSO REFER TO TRUS JOIST® PLACEMENT PLANS(AND MATERIAL SCHEDULES) FOR REQUIRED MATERIAL.Coordinate load requirements with the design professional of record.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines: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 beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone 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.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarksof Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved.TimberStrand® LSL, TrusJoist® rim board, or(Microllam® LVL with EORapproval) see placement plan.TimberStrand® LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval)TimberStrand® LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval)TimberStrand® LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval) seeplacement plan.B4End of joist at centerline of support. Blocking panels required.Load bearing or shear wall above (must stack over wall below when present)Plate nail - 16d (0.135" x 312")at 16" on-center*Floor panel nail - 8d (0.131" x 212")at 6" on-center*A3WWToe nail - 10d (0.131" x 3")at 6" on-center*When sheathing thickness exceeds 78",trim sheathing tongue at rim boardWeb Stiffeners requiredeach side at A3._WA3A3.2A3.1 A3.3A3.1WA3.2WA3.3TimberStrand® LSL, Trus Joist®rim board, or (Microllam® LVL withEOR approval) see placement plan.For rim board thicker than 1 34"- Attach TJI® Joist to rim board with one 10d (0.128"x3")nail. Top nail from TJI® joist into rim board.- Connect corner with four 10d (0.128"x3") nails. Toe nailfrom side of parallel closure into rim board.*Conventional construction code minimum for use withA3 only. See the Trus Joist TJI® Specifier's Guide, #TJ-4000,and the Trus Joist® Rim Board Specifier's Guide, #TJ-8000,for A3.1-A3.3 installation specifications and applications.Doubletop plateStudKingstudHeader platestops at insideface oftrimmersHeader - per plan(bears directly ontrimmers)Trimmers- per planHeadercrippleTypical Header DetailWindow/Door OpeningOnly header openings and roof loads which affect Trus Joistproduct sizes have been denoted on this layout. In addition toany CS detail callouts shown, solid blocking and/or squashblocks are required to provide vertical load transfer from allconcentrated load locations to foundation below. See pocketframer guide for appropriate detail(s).ASSUMED BEARING LENGTH FOR BEAMSAt parallel walls assume 1-1/2" end bearing, at perpendicular wallsassume full wall width end bearing UNO.ALLOWABLE JOIST SHIFTSIndividual joists can be shifted up to 3" maximum from their on-centerspacing to avoid hanger interference/plumbing drops/post.(DO NOT EXCEED 24" O.C. MAXIMUM SPACING)CANTILEVERS/TRUSSESDesign assumes all trusses at floor cantilevers are connected to thewall and NOT to the Trus Joist rimboard. If trusses need to connectto the Trus Joist rimboard, contact Weyerhaeuser for a connectiondetail prior to installation.JOIST & BEAM HANGER FACE NAILING REQUIREMENTS* FOR3 & 4 PLY SUPPORTING MEMBERSFor IUS or THF Hangers - Use 10d (0.148") x 3" nails.For MIU, HU, HHUS, HGUS or HD, THD, THDH Hangers - Use 16d(0.162") x 3-1/2" nails.*For hangers that have joist fasteners/connections, fill all holes withthe manufacturer's recommended fasteners.**FLOOR & ROOF DESIGN PARAMETERS**Face mounthangerTop flangehangerVerify column capacityand beam bearinglength. See currentiLevel® literature.L5L1BEARING ATCOLUMNColumnSee current Trus Joist® literaturefor framing connectorsL6Additional nailing or bolting may berequired with side-loaded multiple-memberbeams. Refer to current product literature.CONNECTION OF MULTIPLE PIECESOF TOP-LOADED BEAMS (1)Minimum of 3 rows 10d (3" x 0.128") nails at 12" o.c.Minimum of 4 rows 10d (3" x 0.128") nails at 12" o.c.for 14" and deeper beamsIf using 12d (314") or larger nails, the number ofnailing rows may be reduced by one.(1) Load must be applied evenly across entirebeam width. Otherwise, use connections forside-loaded beams.312" Width Pieces:Minimum of 2 rows 12" bolts at24" o.c. staggered134" Width Pieces:L2L3Protect untreatedwood from directcontact withconcreteL4BEARING AT WALLBEARING FOR DOOROR WINDOW HEADERStrap per code if top plateis not continuous overheaderBEAM TO BEAMCONNECTIONBEARING ATCONCRETE WALLTimberStrand® LSL, Trus Joist® rimboard, (Microllam® LVL with EORapproval), or TJI® blocking for lateral supportBEAM DETAILS2'TJI® JOIST2"2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.E1 ALTWARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.16' maxdeck2'11 7/8" - 16" TJI®2"6"16' maxdeck2'9 1/2" TJI®6"2x_ Furring2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.Inverted hanger (seehanger list on Trus Joiststructural layout)Treated ledger1 18" x 11 7/8" Trus Joist® rim boardInverted hanger (seehanger list on iLevelstructural layout)Treated ledgerE1 ALT LA2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.E1 ALT LA 9.52x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.Timberstrand ® LSL rim boardto match TJI® depth2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.WARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.WARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.Attach reinforcementto TJI® joist with 8d (212")common nails at 6" on-center. When reinforcingboth sides, stagger nails.E3E22'-0"maximumFace grainhorizontal4'-0" length of34" reinforcementon one side at E2,both sides at E3ALT ALTTimberstrand ® LSL rim boardto match TJI® depth2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.WARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.Timberstrand ® LSL rim boardto match TJI® depthUNLESS NOTED OTHERWISEFLOOR LIVE LOAD DEFLECTION CRITERIA: L/480FLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 10 PSFSNOW LIVE LOAD: 35 PSFROOF DEAD LOAD: 20 PSF (TRUSSED ROOFS)ROOF DEAD LOAD: 15 PSF* (TJI/RAFTER)*Dead Loads are adjusted for slope correctionTJI® blockingpanelA1PB113 joist span8' max.Apply subflooradhesive to allcontact surfacesOption #3:Option #1:Option #2:TJI® Joist blocking with endblocks installed at 13 joist-spanlocations usingtwo 8d (0.113" x 212")nails or2 12" screws,typical2x_ strapping installed at 13joist-span locations using two2 12" screws per joist, typicalDirectly applied ceilingWhen specified on the layout, one ofthe above bracing options is requiredAdditional Notes ProductsPlotID Length ProductPlies Net QtyM1-2 28' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2PPt1 8' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 3TS1-2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 22TS2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2LEVEL NOTESCurrent Date:7/8/2022File Name:BUCKINGHAM - BIRMINGHAM A,B,C,D.jvlLevel Name:MainBuilding Code - Design Methodology:IBC 2018FLOORFloor Container:FC3Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 15.0 lb/ft² Dead LoadOperator Added Additional LoadsFloor Maximum Allowed DeflectionL/480 Live Load & L/240 Total LoadLookout HeadersPlotID Length Product Plies Net QtyBBOHd4-3 6' 0" 2 x 10 SPF No.1/No.2 3 3BBOHd3-2 6' 0" 2 x 10 SPF No.1/No.2 2 6Walkout HeadersPlotID Length Product Plies Net QtyBBOHd2-2 7' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd4-3 6' 0" 2 x 10 SPF No.1/No.2 3 3BBOHd3-2 6' 0" 2 x 10 SPF No.1/No.2 2 4Wall FramingPlotID Length Product Plies Net QtyBBOHd1-2 4' 0" 2 x 10 SPF No.1/No.2 2 4Standard Deck - Add ListPlotID Length Product Plies Net QtyBBO21 12' 0" Treated 2x10 3 3BBO25 10' 0" Treated 2x10 2 2H1 Simpson HUC210-3 1 1H2 Simpson HUC210-2 2 24-Season Porch Option - Add ListPlotID Length ProductPlies Net QtyBBO21 14' 0" 1 3/4" x 11 7/8" 1.55E Timberstrand LSL 22BBO25 12' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2BBOHd3-2BBOHd3-2BBOHd3-2BBOHd2-2BBOHd3-2TS2-2M1-2BBOHd1-2PPt1PPt1PPt1TS1-2BBOHd4-3BBOHd1-2BBO21BBO25H1H2H2Lookout FoundationWalkout Foundation16" Floor Trusses3"Wdw headers the same onLookout and Walkout Fdn.12,325#12,387#1-2x64-Season Porch Option -change beam to (2) 16" LVL,run long at 6x6 post, bear onwall at house (no hanger)4-Season Porch Option -change beam to(2)11-7/8" LSL, butt intobeam at post (1.75"brg), bear on wall athouse (no hanger)Elevation A,B,C,DPlotID Length ProductPlies Net QtyTS1-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 22TS2-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TS3-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 26TS5 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1TS6 4' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 8BBOHd2-2 5' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd3-2 3' 0" 2 x 10 SPF No.1/No.2 2 6BM1 40' 0" Girder Truss by Others 1 2Elevation A,B,C,DPlotID Qty Manuf Product Backer Blks Web StiffH1 2 User HUC48 Not Required Not RequiredH2 2 Simpson HUC48 No NoElevation C Add ListPlotID Length ProductPlies Net QtyM1-2 22' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2TS4 12' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1TS5 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1Elevation C Remove ListPlotID Length ProductPlies Net QtyTS1-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 22TS2-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2BM1 40' 0" Girder Truss by Others 1 1Elevation D Add ListPlotID Length ProductPlies Net QtyM1-2 22' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2TS5 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1Elevation D Remove ListPlotID Length ProductPlies Net QtyTS1-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 22TS2-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2BM1 40' 0" Girder Truss by Others 1 1Elev A and C 3rd Stall Garage Option - Add ListPlotID Length ProductPlies Net QtyTSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL2 2Elevation B with 3rd Stall Garage - Add ListPlotID Length ProductPlies Net QtyTS7-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 22TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL2 2TSHd3-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 22TS5 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1Elevation B with 3rd Stall Garage - Remove ListPlotID Length ProductPlies Net QtyTS1-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 22TS6 4' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 2Elevation D with 3rd Stall Garage - Remove ListPlotID Length ProductPlies Net QtyTS1-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 22TS6 4' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 2Elevation D with 3rd Stall Garage - Add ListPlotID Length ProductPlies Net QtyM2-2 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL2 2TSHd3-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 22TS5 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 2Elevation D with 3rd Stall Garage - Add ListPlotID Qty Manuf Product Backer Blks Web StiffH2 1 Simpson HUC48 No NoElevation B2S Add ListPlotID Length Product Plies Net QtyM1-2 22' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2Elevation B2S Remove ListPlotID Length ProductPlies Net QtyTS1-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 22Elevation B3S - Add ListPlotID Length ProductPlies Net QtyM2-2 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL2 2TSHd3-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 22TS5 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1Elevation B3S - Remove ListPlotID Length ProductPlies Net QtyTS1-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 22TS6 4' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 24 Season Porch Add ListPlotID Length Product Plies Net QtyBBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 24 Season Porch Remove ListPlotID Qty Manuf Product Backer Blks Web StiffH1 2 User HUC48 Not Required Not Required4 Season Porch Remove ListPlotID Length ProductPlies Net QtyTS2-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TS3-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2BBOHd1-2TSHd2-2BBOHd3-2BBOHd3-2BBOHd3-2BBOHd1-2BBOHd1-2TSHd2-2BBOHd1-2BBOHd3-2BBOHd2-2TS1-2TS2-2BM1TS3-2BM1TS5TS6BBOHd2-2BBOHd1-2M1-2BM1TS5TS6TS5TS4BBOHd2-2BBOHd1-2M1-2BM1TS5TS6TS5H1TSHd1-2BM4BM36' 0" TSHd1-2TS7-2BM4TS5BBOHd1-2BBOHd2-2TS5TSHd3-2BM6TSHd1-2BM4BBOHd1-2BBOHd2-2TSHd3-2BM2M2-2TS5TS5TS5TSHd2-2H2H2H2H2H2H2H2H2H2H2H2H2H2H2H2H1TSHd2-2BM5BBOHd1-2BBOHd1-23"Elevation A and B (without Ext Stone)Elevation CRemove Girder, Beam andHanger on Elev C and DElevation DGarage Header designed to meetL/600 TL deflection for Stone.Garage Header designed to meetL/600 TL deflection for Stone.3-2x6 Flat3-2x6 Flat3-2x6 Flat3-2x6 Flat3-2x6 Flat3-2x6 Flat3-2x6 Flat3-2x6 Flat3-2x6 Flat3-2x6 Flat3"3-2x6 thrutop plates7,291#8,451#Elevation A and C3rd stall garageoption.Elevation B with 3rd stallGarage (without Ext Stone)3-2x6 Flat3-2x6 thrutop plates8,703#3-2x6 Flat3"Elevation D with 3rdstall Garage3-2x6 thrutop plates8,703#3"Garage Header designed to meetL/600 TL deflection for Stone.3-2x6 Flat3-2x6 Flat3-2x6 Flat3"3"OptionalWdws -(2)2x10 hdrsElevation B2S (with Ext Stone):change 16' OHD header to(2)14" LVL to meet L/600 TLdeflection for stone (not shown)Elevation B2S (with Ext Stone):change 16' OHD header to(2)14" LVL to meet L/600 TLdeflection for stone (not shown)3"Remove Girder onElev C and DNo Header4 Season Porch OptionWeyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Architectural Drawings Prepared By:LennarStructural Drawings Prepared By:N/ADec 2015N/ALennar HomesEJ4F BirminghamElevation A,B,C,DMNRev.6ByDateJLH7-8-22CommentsCreated separate pages for plans.Drawn By:Justin HOriginal Date:2-2-16Framing PlanScale: 3/16" = 1'-0"-Sheet2of 2Structural Framer'sPocket Guide.Access with your Smart Phone.http://woodbywy.com/document/tj-9001/Have a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to:www.damagereport.wSpecification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comRoof Header/Porch Beam PlanScale: 3/16" = 1'-0"Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 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 beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone 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.THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE.Only header openings and roof loads which affectWeyerhaeuser product sizes have been denoted onthis layout. In addition to any'CS' detail calloutsshown, solid blocking and/or squash blocks arerequired to provide vertical load transfer from allconcentrated load locations to foundation below.See Pocket Framer's Guide for appropriate detail(s).Joists may be shifted up to 3" if floor paneledge is supported and span rating is notexceeded.DO NOT CUT JOIST FLANGES.This drawing may contain deviations fromthe original project documents. It is theresponsibility of the contractor to notify theproject Design Professional of thesedeviations to verify conformance with theoriginal design intent of the project.This layout is intended for the use of Trus Joist®engineered wood products only. The substitution ofother engineered wood products with this layout isNOT PERMITTED. Please identify the TJI®,TimberStrand® LSL, Microllam® LVL, andParallam® PSL stamps on the product to ensurethat this layout is valid for the products actuallyinstalled. © © ©Project Number:Date:S31Sheets: of1Print 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.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comLennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446Birmingham/EJ4F Model"A" ElevationMinnesota ConstructionPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.COPYRIGHT HANSON GROUP, LLC 2022July 11, 20220.1387-11-22THIS 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/ TRUSSESSCOPEDESIGN 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.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL 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.(4-FT)(4-FT)(4-FT)(4-FT) (6-FT) (5-FT)(5-FT)(5-FT)(5-FT)(4-FT)(6-FT)(3-FT)(3-FT)(5-FT)(5-FT)(5-FT)(5-FT)(5-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE(6-FT)(6-FT)(6-FT)(6-FT)BRACEDWALL LINEBRACEDWALL LINETHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONSPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S3REFERENCE PLANPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLw/ 3-CAR GARAGEw/ 4-SEASON PORCHMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S3REFERENCE PLANS3FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.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/S3 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADERNAIL 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 PANELSCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)ALTERNATEHOLDOWN AALTERNATEHOLDOWN BPOST-INSTALLED HOLDOWN OPTIONS4S3FRAMING DETAILUSP HTT45 HOLDOWNANCHOR AT LOCATIONSSHOWN NAILED TO DOUBLESTUDS & 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-INANCHOR INTO CONCRETEUSP MSTCM40 STRAP ATLOCATIONS SHOWN NAILEDTO DOUBLE STUDS & 14" x214" CONCRETE SCREWS(TAPCON, TITEN, OR EQUIV.)INTO FOUNDATIONCONCRETEFOUNDATIONBELOWALTERNATE B HOLDOWNS ARE TO HAVECORROSION PROTECTION BY OTHERSIF USED IN AN EXTERIOR APPLICATIONEXPOSED TO THE ELEMENTS.CONSTRUCT PORTALFRAME AS SHOWN IN 3/S3PROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSOPTIONALWINDOWDateRevisionDescription(8-FT)ONE-SIDED16'-112"±2'-814"±2'-814"± 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. 20154 Gambrel Path 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 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 20154 Gambrel Path US Home LLC dba Lennar Jesse Schwarzrock 612-346-2648 Jesse.Schwarzrock@Lennar.com Residential Development 57174 Chad Johnson Stantec 651-325-6860 chad.johnson@stantec.com University of Minnesota 5/31/23 2/12/2024Kurt NiskaDigitally signed by Kurt Niska Date: 2024.02.12 12:24:28 -06'00' 2/12/24 X PM