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HomeMy WebLinkAboutLA219059-18196 Hounds Dr Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. STYLE PERPLAN.ALUMINUM FASCIA & SOFFIT ON ALL SIDES OF HOME, INCLUDESPORCH CEILINGALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPEC'S. TRIMSIZED PER PLAN.PER PLAN AND COMMUNITY SPECIFICATIONS ONLY:WRAP ALL WINDOWS AT SIDES & REAR OF HOME W/ TRIMINSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL 6/A5 FORINSTRUCTIONS ON WRAPPING THE WINDOWSADDRESS NUMBERS TO BE 4" HIGH MINIMUM AND CONTRAST TOBACKGROUNDROOF 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 SPECS18196 Hounds Drive Caslano-1st Addition LP SHAKE SIDINGLP HORIZONTAL LAP SIDINGFACE APPLIED STONE VENEERFACE APPLIED STONE VENEERHARDBOARD SIDING ON FRONT ELEVATION.VINYL SIDING ON SIDE AND REAR ELEVATIONS.HORIZONTAL LAP SIDINGLP HORIZONTAL LAP SIDINGSecure door closed until deck isconstructed with a separate permit.SIZING OF POTABLE WATER PIPING Total Fixture Units: 52.5 Total Length: 100 Ft Water Service Size: 1" Water Meter Size: 1" Water Heater Feed: 1" Building Supply To First Branch: 1-1/4" Softener Inlet Size: 1-1/4 " Taken From Previous Submittal of this 5 Bath HouseConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode10/03/2023jnuetzman 1. FULL BASEMENT FOUNDATION: NO ADDED DEPTH TO GARAGE FOUNDATION WALLS.2. LOOKOUT FOUNDATIONS: REAR GARAGE FOUNDATION WALL TO BE 8'-4" DEPTH (REAR ONLY).3. WALKOUT FOUNDATION: REAR GARAGE FOUNDATION WALL TO BE 8'-4" DEPTH. ALSO, RETURN 8'-4" FOUNDATION DEPTH TO 12' ALONG SIDE WALL OF GARAGE FOUNDATION.GARAGE FOUNDATION NOTE:4" GRANULAR FILL20" 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" T. POURED CONC.FOUNDATION WALL CONC. SLABPER PLANEXT. FIN. PER PLANDOUBLE TOP PLATEHEADER AT WIN.4 MIL POLY8"2"TYVEK WITH SIDINGPER PLAN FL. SYSTEM(EXT. PER PLAN)VAPOR BARRIERR-10 RIGID INSUL.OR APPROV. STRAPMIN. 42"WATERPROOFINGREQ'D. @ TOP OFFDN. WALLR-20 INSUL. @ RIMRIM BOARD6" MIN.CONC. SLAB20" x 8" CONC. FOOTINGFOUNDATION WALLDOUBLE TOP PLATEPER PLANFL. SYSTEM8" T. POURED CONC.1/2" DIA. x 10" ANCHORBOLT AT 72" O.C.R-20 BATT INSUL.2x8 (TR.) SILL PLATEW/ SILL SEALERGRADEEXT. FIN. PER PLANOR APPROV. STRAP3'-6"R-20 SPRAY FOAM INSUL.RIM BOARDR-10 EXT. FDN. INSUL.1/2" SHEATHINGR-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.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. WALLTHRESHOLD SUBFLOORFLOOR 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.GRADEWINDOW WELL WITH8" POURED CONCRETEPER PLANEGRESS WELLDRAIN FIELDBATT INS.(TR) 2x8" SUBFRAMESOCKED DRAINTILE CONNECTSTO INTERIORN.T.S.MIN. PER EGRESSNOTE:44" MAX. FROMT.O. SLAB TOWIN. EGRESSLADDERPER PLAN HEADER PER PLAN42"4'-4"WATERPROOFINGPER PLANFL. SYSTEMRIM BOARD (BY MFG.)EXT. FIN. PER PLANRIGID INSUL.R-10 EXT. FDN.1/2" EXT. SHEATHINGWATERPROOFING2X8 SILL PLATECANT. 1 1/2"2X8 STUDSPERIMETER OUTSIDE WALLSWATERPROOFING ALLWALLS BELOW GRADE4" WEEPSEVERY 6'4" CONC. SLABFLOOR SYSTEMGARAGE SLAB SLOPE: 4"20" x 8" CONC. FOOTINGPER PLAN20" x 8" CONC. FOOTING8"PER PLANWATERPROOFINGB.O. FTG.GRADE3'-6" MIN.VAPOR BARRIER4" 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"FOUNDATION NOTES:1. MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT TO BE 50'-0".2. PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR CONSTRUCTION AT BOTHTOP AND BOTTOM OR BY ADEQUATE TEMPORARY BRACING.3. EXTERIOR WATERPROOFING SHALL COMPLY W/ R 406.2, PER 2020 MN RESIDENTIAL CODE. WATERPROOFING SHALLEXTEND FROM TOP OF INTERIOR FOUNDATION WALL, ACROSS TOP OF WALL AND DOWN THE FACE OF EXTERIORFOUNDATION WALL TO FOOTING.4. EXTERIOR FIBER BOARD INSULATION TO BE APPLIED OVER WATERPROOFING.ABOVE GRADE TO BE 2" THICK, R-10 CERTISTUD (OR EQUAL) TO ALLOW FOR SIDING INSTALLATION. BELOW GRADE TO BER-10 FIBERBOARD (WATCHDOG OR EQUAL), IN 2 3/8" THICKNESS. SILL PLATE TO OVERHANG FOUNDATION BY APPROX. 11/2" TO ALLOW FOR EXTERIOR 1/2" SHEATHING TO ALIGN WITH FOUNDATION INSULATION. A GROUND BREAKER MATERIALTO BE USED TO TRANSITION BETWEEN 2" CERTISTUD INSULATION / 2 3/8" INSULATION BELOW AND GRADE.5. WALLS WITH EQUAL BACKFILL ON BOTH SIDES REQUIRE NO REINFORCING FOR WALL LENGTHS LESS THAN 25'-0" LONGAND HORIZONTAL REINFORCING ONLY FOR WALLS LONGER THAN 25'-0".6.INDICATES NUMBER OF TRIM JACKS AND KING STUDS AT WINDOW OR DOOR OPENINGS.7. 2x8 FRAMED WALLS AT LOOKOUT AND WALKOUT RETURNS.20" x 8" CONC. FOOTINGPER PLANWATERPROOFINGVAPOR BARRIER4" GRANULAR FILL4" CONC. SLABRIM BOARD (BY MFG.)1/2" EXT. SHEATHINGR-10 EXT. FDN.INSUL. ABOVE GRADE8"2" CERTI STUDWATERPROOFINGREQ'D. AT TOPFDN. WALL2X8 SILL PLATEW/ ANCHOR BOLT(NO CANT.)HOUSE BASELINE DIM.NOTE: NO R-5 INSUL.REQ'D. AT FULL BSMT.2X6 STUDS @ 16" O.C.R-10 EXT. FDN.INSULATION / DRAIN BOARDBELOW GRADER-20 SPRAY FOAMINSUL. (MIN)NOTE: POSSIBLEBLOCKING AT POINTLOAD AREASCANTED I JOIST (1 1/2")XP BOARD4" WEEPS EVERY 6'FOUNDATION SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"FLOORSYSTEMPER PLANFLOOR20" x 8" CONC. FOOTINGSYSTEMPER PLANWATERPROOFINGVAPOR BARRIER4" GRANULAR FILL4" CONC. SLABRIM BOARD (BY MFG.)1/2" EXT. SHEATHINGR-10 EXT. FDN.INSUL. ABOVE GRADE8"2" CERTI STUDR-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOPFDN. WALL2X8 SILL PLATEW/ ANCH. BOLT1 1/2" CANT.HOLD IN 1 1/2" TOHOUSE BASELINE DIM.NOTE: NO R-5 INSUL.REQ'D. AT FULL BSMT.2X6 STUDS @ 16" O.C.R-10 EXT. FDN.INSULATION / DRAIN BOARDBELOW GRADEALIGN W/ FOUNDATION WALL.2X6 FILLER XP BOARD4" WEEPS EVERY 6'PER PLANFOUNDATION SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.BWPsAbove GENERAL NOTES:·MAIN FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. MAIN FLOOR WINDOWS TO BE FRAMED AT 8'-0" (U.N.O.)·UPPER FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·UPPER FLOOR WINDOWS TO BE FRAMED AT 6'-11 3/8" (U.N.O.)·SEE DETAILS SHEET, DETAIL #'s 11 & 12 FOR TYPICAL WINDOW FRAMING·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.O.)·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING AND BEARINGWALLS PER PLAN (U.N.O.) ALL INTERIOR WALLS TO BE FRAMED @ 16" O.C. MAINFLOOR BEARING WALLS SHALL BE FRAMED W/ STUDS ALIGNING WITH I-JOISTSABOVE. REFER TO I-JOIST LAYOUTS·WINDOW AND DOOR HEADERS TO BE (2) 2x10 (U.N.O.)·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHTPER PLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")· INDICATES A LOAD BEARING POINT, IF NOT SHOWN ON PLAN MINIMUM BEARINGOF (2) 2x4 IS REQUIRED AT END OF ALL HEADERS.· INDICATES NUMBER OF TRIM JACKS & KING STUDS AT WINDOW HEADERS,UNLESS A 2 STORY WALL SITUATION IS PRESENT·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THESPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATEELECTRIC OR GAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUNDMATERIALS·REFER TO SPECIFICATION INFORMATION FOR ALL KITCHEN & BATH CABINETFEATURES WHERE AVAILABLE PER CABINET SUPPLIER·ALL CLOSETS, PANTRYS, & LINENS TO RECEIVE WIRE SHELVING, (U.N.O.)·BLOCK SLIDING GLASS PATIO DR TO PREVENT OPENING LESS THAN 4" WHEN GRADETO FINISHED FLOOR HEIGHT IS GREATER THAN 30".·ALL WASHERS ON LEFT SIDE & ALL DRYERS ON RIGHT SIDE·WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE W/ R312.2·AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICALOUTLET IS CENTERED ON VANITY.(1) KING(2) TRIMTemper if within 60" of floor.PFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).5555555 GENERAL NOTES:·MAIN FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. MAIN FLOOR WINDOWS TO BE FRAMED AT 8'-0" (U.N.O.)·UPPER FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·UPPER FLOOR WINDOWS TO BE FRAMED AT 6'-11 3/8" (U.N.O.)·SEE DETAILS SHEET, DETAIL #'s 11 & 12 FOR TYPICAL WINDOW FRAMING·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.O.)·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING AND BEARINGWALLS PER PLAN (U.N.O.) ALL INTERIOR WALLS TO BE FRAMED @ 16" O.C. MAINFLOOR BEARING WALLS SHALL BE FRAMED W/ STUDS ALIGNING WITH I-JOISTSABOVE. REFER TO I-JOIST LAYOUTS·WINDOW AND DOOR HEADERS TO BE (2) 2x10 (U.N.O.)·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHTPER PLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")· INDICATES A LOAD BEARING POINT, IF NOT SHOWN ON PLAN MINIMUM BEARINGOF (2) 2x4 IS REQUIRED AT END OF ALL HEADERS.· INDICATES NUMBER OF TRIM JACKS & KING STUDS AT WINDOW HEADERS,UNLESS A 2 STORY WALL SITUATION IS PRESENT·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THESPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATEELECTRIC OR GAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUNDMATERIALS·REFER TO SPECIFICATION INFORMATION FOR ALL KITCHEN & BATH CABINETFEATURES WHERE AVAILABLE PER CABINET SUPPLIER·ALL CLOSETS, PANTRYS, & LINENS TO RECEIVE WIRE SHELVING, (U.N.O.)·BLOCK SLIDING GLASS PATIO DR TO PREVENT OPENING LESS THAN 4" WHEN GRADETO FINISHED FLOOR HEIGHT IS GREATER THAN 30".·ALL WASHERS ON LEFT SIDE & ALL DRYERS ON RIGHT SIDE·WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE W/ R312.2·AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICALOUTLET IS CENTERED ON VANITY.(1) KING(2) TRIM-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 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. VARIES 8'-1 1/8" or 9'-1 1/8" TYPICAL VARIES 7'-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 SILL36"24"4"30 1/2"(2) USP B88 CLIPS W/FRAMING HEIGHT FOR BOX PIERFINISH 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 RAILING24" IS MOST TYPICAL WIDTH2'-0"2x6 SPF MIN. ICE BARRIERVERT. TO ROOFW/ R19 BATT INS.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-44 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 SHIELD5/8" 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)10"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 W.R.B.WIRE LATHMORTAR SETTING BEDWEEP SCREED, EXTEND MIN. 1" BELOWTOP OF FND. WALL2 LAYERS W.R.B. LAPPEDOVER WEEP SCREEDNON-BEARING1FLASHING DETAIL3"= 1'-0"2NAILER DETAIL1"= 1'-0"16DOOR FRAMING1"= 1'-0"N/AN/A3FLUSH BEAM1"= 1'-0"4DROPPED BEAM1"= 1'-0"5EAVE/RAKE1"= 1'-0"6SOFFIT DETAIL1"= 1'-0"7STONE CAP DTL.1"= 1'-0"8STONE SILL1"= 1'-0"11M. FLR. WDW. HDR.1"= 1'-0"12UPR. FLR. WDW. HDR.1"= 1'-0"13TYP. STUD LAYOUT1"= 1'-0"10PIER/RAILING DETAIL3/4"= 1'-0"17WDW. FRAMING1"= 1'-0"18STAIR FRAMING1/2"= 1'-0"19RAIL DTL.1"= 1'-0"201X2 NAILER AT WDW.3"= 1'-0"21TRIM DETAIL3"= 1'-0"22TYP. OVERHANG1"= 1'-0"23GARAGE TUCKUNDER DETAIL1"= 1'-0"159STONE VENEER3/4"= 1'-0"14 PAGE DESCRIPTION:PAGE NO.: PLAN NO. FIREPLACEFIREPLACESFIREPLACES REVISIONS 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.LENNAR - MNEH05 WASHBURN E/I (prev. 4014)ALL ELEVATIONSSheet 1 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam? File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to: www.damagereport.w oodbywy.com Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comDrawn By:ALAN GOriginal Date:8/13/12Rev.ByDateJLH3-15-23CommentsAdjust owner suite plumbing. Review opt wdws.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A12/16/13N/ADrive nails at an angle to minimize splitting of plate One 10d (3") box nail each side of member at bearing, 112" minimum from end See framing plan (if applicable) or iLevel® Framer's Pocket Guide for minimum end and intermediate bearing lengths. TJI® JOIST NAILING REQUIREMENTS at BEARING 134" minimum bearing at end support; 312" minimum at intermediate support TJI® Joist to Bearing Plate Shear transfer: Connections equivalent to floor panel nailing schedule One 8d (212") box nail each side. Drive nails at an angle at least 112" from end. Squash Blocks to TJI® Joist (Load bearing wall above) One 10d (3") box nail into each flange 10'-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"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'-0" 15'-6" 21'-0" 20'-6" 18'-0" 17" 17'-0" DO NOT cut, notch or drill holes in headers except as indicated in illustrations and tables. 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 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 hole configurations 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 10'-6" 9'-6" 15'-0" 13'-6" 4'-0" 8'-0"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'-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" DEPTH 912" TJI® 210 110 2" 2'-0" 1'-6" 18" 20" 1'-0"360 560 560 360 1'-0" 1'-0" 1'-0" 560 1'-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 SIZE 13" 6'-0" 6'-6" ROUND HOLE SIZE Minimum distance from edge of hole to inside face of nearest end support 1'-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"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'-0" 1'-0" 110 230 360 210 1'-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 Support 3" 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 B2 612" 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 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 DEPTH 438" 714" to 20" 512" See illustration for Allowed Hole Zone Other Trus Joist® 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) 2 x diameter of the largest hole (minimum)Allowed hole zone 8"8" See illustration for allowed hole zone 1114"-11 78" 14" to 16" 914"-912" HEADER DEPTH MAXIMUM ROUND HOLE SIZE 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 uniformly loaded headers and beams only. Round holes only No holes in cantilevers. BEAM ATTACHMENT at BEARING This 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 PROCEEDING Allowable Load 400 475 Allowable load determined in accordance with AC 124. Corrosion-resistant fasteners required for wet-service applications. 114" TimberStrand® LSL rim board EXTERIOR DECK ATTACHMENT Structural exterior sheathing See fastener table below. Maintain 2" distance (minimum) from edge of ledger to fastener. 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for TJI® blocking panels 912" deep or shorter than 12" long. Do not cut flanges. GENERAL TRUS JOIST PRODUCT ASSEMBLY DETAILS E1 E1W Web stiffeners required each side at E1W Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with ten 10d (3") box nails, clinched when possible. H2 Backer block both sides of web with single TJI® joist Filler block: Attach with ten 10d (3") box nails, clinched. Use ten 16d (312") box nails from each side with 312" TJI® joist flange widths. Use fifteen nails with TJI® joist depths greater than 16". 12" lag bolt LA 38" lag bolt Fastener Flashing Treated 2x_ ledger 400 N.A. 118" Trus Joist® rim board Web stiffener each side. See sizes below. W Tight fit WEB STIFFENER ATTACHMENT Gap: 18" minimum 234" maximum Three 8d (212") box nails, clinched (Three 16d (312") box nails at 312" TJI® joist flange widths 112" 112" Load bearing or shear wall above (must stack over wall below) TJI® blocking panel Web stiffeners required each side at B1W and B2W B2 B1 B1W B2W 116" 2x4 minimum squash blocks Use 2x4 minimum squash blocks to transfer load around TJI® joistCS Load from above 2x4 minimum squash blocks 116" With top flange hangers, backer block required only for downward loads exceeding 250 lbs or for uplift conditions. NOTE: STUCTURAL DOCUMENTS FOR THIS PROJECT PER THE DESIGN PROFESSIONAL OF RECORD SHALL SUPERCEDE 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 serious accidents. 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 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. 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®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved. TimberStrand® LSL, Trus Joist® rim board, or (Microllam® LVL with EOR approval) see placement plan. TimberStrand® LSL, Trus Joist® rim board, or (Microllam® LVL with EOR approval) TimberStrand® LSL, Trus Joist® rim board, or (Microllam® LVL with EOR approval) TimberStrand® LSL, Trus Joist® rim board, or (Microllam® LVL with EOR approval) see placement plan. B4 End 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* A3W W 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 A3.1 W A3.2 W A3.3 TimberStrand® LSL, Trus Joist® rim board, or (Microllam® LVL with EOR 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 nail from side of parallel closure into rim board. *Conventional construction code minimum for use with A3 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. Double top plate Stud Kingstud Header plate stops at inside face of trimmers Header - per plan (bears directly on trimmers) Trimmers - per plan Header cripple Typical Header Detail Window/ Door Opening Only header openings and roof loads which affect Trus Joist product sizes have been denoted on this layout. In addition to any CS detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See pocket framer guide for appropriate detail(s). ASSUMED BEARING LENGTH FOR BEAMS At parallel walls assume 1-1/2" end bearing, at perpendicular walls assume full wall width end bearing UNO. ALLOWABLE JOIST SHIFTS Individual joists can be shifted up to 3" maximum from their on-center spacing to avoid hanger interference/plumbing drops/post. (DO NOT EXCEED 24" O.C. MAXIMUM SPACING) CANTILEVERS/TRUSSES Design assumes all trusses at floor cantilevers are connected to the wall and NOT to the Trus Joist rimboard. If trusses need to connect to the Trus Joist rimboard, contact Weyerhaeuser for a connection detail prior to installation. JOIST & BEAM HANGER FACE NAILING REQUIREMENTS* FOR 3 & 4 PLY SUPPORTING MEMBERS For 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 with the manufacturer's recommended fasteners. **FLOOR & ROOF DESIGN PARAMETERS** Face mount hanger Top flange hanger Verify column capacity and beam bearing length. See current iLevel® literature. L5L1 BEARING AT COLUMN Column See current Trus Joist® literature for framing connectors L6 Additional nailing or bolting may be required with side-loaded multiple-member beams. Refer to current product literature. CONNECTION OF MULTIPLE PIECES OF 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 beams If using 12d (314") or larger nails, the number of nailing rows may be reduced by one. (1) Load must be applied evenly across entire beam width. Otherwise, use connections for side-loaded beams. 312" Width Pieces: Minimum of 2 rows 12" bolts at 24" o.c. staggered 134" Width Pieces: L2 L3 Protect untreated wood from direct contact with concreteL4 BEARING AT WALL BEARING FOR DOOR OR WINDOW HEADER Strap per code if top plate is not continuous over header BEAM TO BEAM CONNECTION BEARING AT CONCRETE WALL TimberStrand® LSL, Trus Joist® rim board, (Microllam® LVL with EOR approval), or TJI® blocking for lateral support BEAM DETAILS 2' TJI® JOIST 2" 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to 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 at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers.E1 ALT WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. 16' max deck2' 11 7/8" - 16" TJI® 2" 6" 16' max deck2' 9 1/2" TJI®6" 2x_ Furring 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. Inverted hanger (see hanger list on Trus Joist structural layout) Treated ledger 1 18" x 11 7/8" Trus Joist® rim board Inverted hanger (see hanger list on iLevel structural layout) Treated ledger E1 ALT LA 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. E1 ALT LA 9.5 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. Timberstrand ® LSL rim board to match TJI® depth 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. Attach reinforcement to TJI® joist with 8d (212") common 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 ALT ALT Timberstrand ® LSL rim board to match TJI® depth 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to 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 at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. WARNING Joists are unstable until braced laterally, Safety bracing required during installation.Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. Timberstrand ® LSL rim board to match TJI® depth UNLESS NOTED OTHERWISE FLOOR LIVE LOAD DEFLECTION CRITERIA: L/480 FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF SNOW LIVE LOAD: 35 PSF ROOF DEAD LOAD: 20 PSF (TRUSSED ROOFS) ROOF DEAD LOAD: 15 PSF* (TJI/RAFTER) *Dead Loads are adjusted for slope correction TJI® blocking panel A1 PB1 1 3 jo is t s p a n 8 ' m a x .Apply subfloor adhesive to all contact surfaces Option #3: Option #1: Option #2: TJI® Joist blocking with end blocks installed at 13 joist-span locations using two 8d (0.113" x 212") nails or 2 12" screws, typical 2x_ strapping installed at 13 joist-span locations using two 2 12" screws per joist, typical Directly applied ceiling When specified on the layout, one of the above bracing options is required Additional Notes 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 Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project.EH05 WASHBURN E/I (prev. 4014) ADD - WALKOUT HEADERS PlotID Length Product Plies Net Qty TSHd1-2 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd4-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd5-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 ADD - LOOKOUT HEADERS - ABC PlotID Length Product Plies Net Qty TSHd2-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd5-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 Start Joist Layout Here. ALL ELEVATIONS PlotID Length Product Plies Net Qty FBk1 5' 7 1/2" 11 7/8" TJI 210 joist 1 1 TS1 44' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3 TS3 30' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4 TS4 28' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 12 TS5 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 12 TS6 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5 TS7 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4 TS9-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS8 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS11-3 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS13-2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 6 TS12 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS14 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2 STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 12 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 50 ALL ELEVATIONS PlotID Qty Manuf Product Backer Blks Web Stiff H2 16 Simpson LUS210 No No ADD - LOOKOUT HEADERS - DE PlotID Length Product Plies Net Qty TSHd3-3 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 TSHd5-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 ALL ELEVATIONS SOIL PRESSURE BLOCKING PlotID Length Product Plies Net Qty Soil Pressure Blkg 116' 0" 11-7/8" TJI® 210 1 1 ADD - FULL FOUNDATION PlotID Length Product Plies Net Qty Not Shown 44' 0" 1-1/2" x 11-7/8" 1.5E Timberstrand LSL 1 1 B1 B2 B2 A3 A3 A3 A3 A3 A3 A3 A3 CSCS CS CS CS CS CS CS CS CS CS B2 B1 TS9-3 TS11-3 TS13-2 TS13-2 TS13-2TS8TS14TS14TS12TSHd1-2 TSHd5-2TSHd4-2 TSHd2-2 BBOHd1-3 TSHd5-2 TS7TS6STRm1STRm1STRm1STRm1STRm1STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 FBk1 TSHd3-3 BBOHd1-3 TSHd5-2 3" 3" 1' 2 5/16"1' 9 3/4" 1' 3 7/8" FBk1 TS4 19.2" O.C. TS5 19.2" O.C. TS5 19.2" O.C. TS5 19.2" O.C. TS7 19.2" O.C. TS6 19.2" O.C. TS3 19.2" O.C. H2 H2 H2 H2 TS1 19.2" O.C. 3"3" 3"3"3"3" 3.5" 4.5" WALKOUT OPTION LOOKOUT OPTION ELEVATION A,B,C LOOKOUT OPTION ELEVATION D,E EGRESS OPTION Install (4) 2x6 squash blocks under all points loads at front of house. For labeled Point Loads exceeding 10,000 lbs contact LENNAR for Framing Details. Full Foundation: 1-1/2" LSL 1.5E flush with canted sill plate. LSL attached to Rim held to inside lining up with concrete foundation. (1-1/2" LSL not shown on layout.) All joist blocking including soil pressure joist blocking can be either 210 or 360 series TJI or 1-1/2" Timberstrand LSL 1.5E material. 2" brg on 4 stall option and expanded garage option 2-5/8" brg 2-5/8" brg 5" brg on 4 stall option and expanded garage option 5-1/4" wide column 7" wide column on 4 stall option and garage expansion option NO MATERIAL CHANGE FOR FULL HEIGHT SIDE OR CORNER FIREPLACES. 4 Season Porch - Add List PlotID Qty Manuf Product Backer Blks Web Stiff H1 2 Simpson HUC614 No No H2 7 Simpson LUS210 No No 4 Season Porch - Add List PlotID Length Product Plies Net Qty TS2 42' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS9-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 6 TS10-3 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 4 Season Porch - Remove List PlotID Length Product Plies Net Qty TS4 28' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 CS CS CSCSCSCS A3STRm1 TS10-3 TS9-3TS9-3H1H1TS5 19.2" O.C. TS3 19.2" O.C. TS1 19.2" O.C. TS2 19.2" O.C. H2 4 Season Porch Option 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.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A12/16/13N/ALENNAR - MNEH05 WASHBURN E/I (prev. 4014)ALL ELEVATIONSRev.ByDateJLH3-15-23CommentsAdjust owner suite plumbing. Review opt wdws.Drawn By:ALAN GOriginal Date:8/13/12First Floor Framing Plan Scale: 1/4" = 1'-0" Sheet 2 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam? File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to: www.damagereport.w Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.com Lack 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. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser product sizes have been denoted on this layout. In addition to any 'CS' detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See Pocket Framer's Guide for appropriate detail(s). 3" adjustment allowed for joist spaced 19.2" o.c. or less to accommodate plumbing drops. DO NOT CUT JOIST FLANGES. This layout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with this layout is NOT PERMITTED. Please identify the TJI® , TimberStrand® LSL , Microllam® LVL , and Parallam® PSL stamps on the product to ensure that this layout is valid for the products actually installed.Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project.EH05 WASHBURN E/I (prev. 4014) Start Joist Layout Here. B4 A3 A3 A3 A3 A3 CS CS CS CS CS CS B1 B1 TSHd1-2 TSHd3-2 TSHd5-2 TSHd4-3 TS8-2 TS3-2 M2-2 TS4TS5 TSHd2-2 TS1-2 BBO20 TS10-3 TS11TS12TS13STRm1STRm1STRm1STRm1 STRm1 STRm1STRm1STRm1STRm1FBk1TS7 TS2-3H3H3 H8H1H1H71' 6 3/16" 1' 5 1/4" 1' 9 1/8"1' 5 7/16" 2' 0 1/4" 1' 3 7/8" 1' 11 5/16" 1' 3 1/16"1' 3 15/16" 1' 6 3/16" 1' 11 9/16" 1' 2 7/8" FBk1 FBk1 1' 4 5/16" 1' 11 1/16"BBOHd2-2 BBOHd2-2 BBOHd1-3 BBOHd3-3 BBOHd2-2 F30' 19.2" O.C. F20' 19.2" O.C. F24' 19.2" O.C. F44' 19.2" O.C. F16' 19.2" O.C. F16' 19.2" O.C. H5 H5 H5 H5 H6 2 x 10 MIN. BOTTOM CHORD REQUIRED 3"3"3"3"3"3" 3"3" 3" Can Light Serenity Bath OPT Standard Bath w/ freestanding tub 3/4 Bath J&J Bath No EWP headers on additional windows for elevation E3P Roof - Elevation E PlotID Length Product Plies Net Qty TSHd1-2 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd1-2 BBOHd5-3BBOHd3-3 BBO22BBOHd3-3 BBO26BBO27BBO28BBO29 TSHd2-2 6' 0" 4' 0" 4' 0" BBOHd4-2BBOHd4-2BBOHd4-2BBOHd1-23"3" Girder Set-Back Girder Set-Back Girder Set-Back Window size shrinks and shifts when 4 Car Garage Opt selected. Header changes to 2-2x10. Interior bearing wall required when 4'-0" expanded garage option and 4 Car Garage option is selected. No EWP headers on adjusted windows for elevation E3P ADD - ELEVATION D,E 4 CAR GARAGE OPTION PlotID Length Product Plies Net Qty F28' 28' 0" 11 7/8" TJI 210 joist 1 2 F18' 18' 0" 11 7/8" TJI 210 joist 1 2 FBk1 11' 5 1/8" 11 7/8" TJI 210 joist 1 1 M1-2 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2 M3-3 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 TSHd2-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 1 REMOVE - ELEVATION D,E 4 CAR GARAGE OPTION PlotID Length Product Plies Net Qty F44' 44' 0" 11 7/8" TJI 210 joist 1 2 M2-2 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 TS1-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2-3 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 REMOVE - ELEVATION D,E 4 CAR GARAGE OPTION PlotID Qty Manuf Product Backer Blks Web Stiff H8 1 User HUCQ610-SDS Not Required Not Required A3 CS CS B1 B1 M3-3 TS4TSHd2-2 M1-2 BBO57 TS13STRm1STRm1STRm1F18'F18'BBO103TSHd2-2 BBO59H2BBO453"3" 6-1/2" BBO58 STRm1H3H3 F28'FBk1 F28'1' 3 3/16" 1' 7 1/2" 1' 10 3/16" 1' 8 1/4" 1' 6 1/8" FBk1 1' 4 5/16" 2' 1 1/8" BBOHd3-3 BBOHd2-2 F24' 19.2" O.C. F44' 19.2" O.C. F44' 19.2" O.C. F44' 19.2" O.C. F44' 19.2" O.C. H6 2 x 10 MIN. BOTTOM CHORD REQUIRED 6" ELEVATION D,E - 4 CAR GARAGE OPTION Garage Header designed to L/600 TL for Stone Load Deflection. Attach Rim to Bottom Chord of Girder with (3) rows of 16d nails @ 6" o/c 6" Serenity Bath OPT Standard Bath w/ freestanding tub 3/4 Bath Start Joist Layout Here. 4 Season Porch - Add List PlotID Length Product Plies Net Qty TS9-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 CS CS CS A3TSHd1-2 TSHd3-2STRm1 TS9-2 3"3"3"3" 4 Season Porch Option ELEVATION E PlotID Qty Manuf Product Backer Blks Web Stiff H1 2 Simpson HUC48 No No H3 2 Simpson IUS1.81/11.88 No No H5 16 Simpson IUS2.06/11.88 No No H6 13 User HU2.1/9 Not Required Required H7 1 User HUC48 Not Required Not Required H8 1 User HUCQ610-SDS Not Required Not Required ELEVATION E PlotID Length Product Plies Net Qty F44' 44' 0" 11 7/8" TJI 210 joist 1 13 F30' 30' 0" 11 7/8" TJI 210 joist 1 3 F24' 24' 0" 11 7/8" TJI 210 joist 1 3 F20' 20' 0" 11 7/8" TJI 210 joist 1 4 F16' 16' 0" 11 7/8" TJI 210 joist 1 15 FBk1 10' 1 11/16" 11 7/8" TJI 210 joist 1 1 M2-2 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 TS1-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2-3 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS3-2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS4 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS5 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS8-2 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS7 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TSHd1-2 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd4-3 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 TSHd3-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd5-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TS10-3 8' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 3 3 TS11 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 TS12 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 TS13 4' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 63 NO MATERIAL CHANGE FOR SERENITY BATH OPTION. REMOVE - ELEVATION D, E GARAGE EXPANSION PlotID Qty Manuf Product Backer Blks Web Stiff H8 1 User HUCQ610-SDS Not Required Not Required REMOVE - ELEVATION D, E GARAGE EXPANSION PlotID Length Product Plies Net Qty F44' 44' 0" 11 7/8" TJI 210 joist 1 2 M2-2 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 TS2-3 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 ADD - ELEVATION D, E GARAGE EXPANSION PlotID Length Product Plies Net Qty F28' 28' 0" 11 7/8" TJI 210 joist 1 2 F18' 18' 0" 11 7/8" TJI 210 joist 1 2 FBk1 11' 5 1/8" 11 7/8" TJI 210 joist 1 1 M3-3 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 2 CS CS B1 A3 B1 M3-3 TS4TS1-2 BBO104 TS13STRm1STRm1STRm1 F28'F28'TSHd2-2GirderH1H3F18'FBk1 F18'1' 3 3/16" 1' 7 1/2" 1' 10 3/16" 1' 6 1/8" 1' 8 1/4"H4FBk1 1' 9 11/16" 1' 7 3/4" BBOHd3-3 BBOHd2-2 F24' 19.2" O.C. F44' 19.2" O.C. F44' 19.2" O.C. F44' 19.2" O.C. F44' 19.2" O.C. H6 Attach Rim to Bottom Chord of Girder with (3) rows of 16d nails @ 6" o/c 2 x 10 MIN. BOTTOM CHORD REQUIRED 6" ELEVATION D,E - GARAGE EXPANSION OPTION Can Light Serenity Bath OPT 6" Standard Bath w/ freestanding tub 3/4 Bath 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.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A12/16/13N/ALENNAR - MNEH05 WASHBURN E/I (prev. 4014)ELEVATION ERev.ByDateJLH3-15-23CommentsAdjust owner suite plumbing. Review opt wdws.Drawn By:ALAN GOriginal Date:8/13/12Second Floor Framing Plan Scale: 1/4" = 1'-0" Sheet 3 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam? File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to: www.damagereport.w Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.com Roof Header Plan Scale: 3/16" = 1'-0" Lack 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. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser product sizes have been denoted on this layout. In addition to any 'CS' detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See Pocket Framer's Guide for appropriate detail(s). 3" adjustment allowed for joist spaced 19.2" o.c. or less to accommodate plumbing drops. DO NOT CUT JOIST FLANGES. This layout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with this layout is NOT PERMITTED. Please identify the TJI® , TimberStrand® LSL , Microllam® LVL , and Parallam® PSL stamps on the product to ensure that this layout is valid for the products actually installed.Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project.EH05 WASHBURN E/I (prev. 4014) FOUNDATION DETAILAT FOOTING STEP LOCATIONS1S1DescriptionDateRevisionProject Number:Date:S11Sheets: 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, 20233.0011-1-232023 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2S1WALL SECTIONLOOKOUT WALL CONDITION3S1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4S1WALL SECTIONFULL HEIGHT WALL CONDITION5S1REBAR TABLE6S1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2023©3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comDRAWING 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 PRESSURE 1,500 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/S1)BACKFILL HEIGHT(SEE 5/S1)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"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = 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/S1#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/S1(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, 2023.6"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/S1 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON 2/S2FLOOR TO SILLCONNECTION SEE 1/S2WOOD 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/S1(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..GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/0 COPYRIGHT HANSON GROUP LLC 2023©DescriptionDateRevisionJanuary 1, 2023Project Number:Date:3.001S22Sheets: of2Print Name:Signed: License Number:Nick Hanson1-1-2346665Date: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 SYSTEM1S2BRICK LEDGE INFO5S2WALL SECTIONAT WINDOW WELL LOCATIONS6S2STOOP INFO7S2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2S2BLOCKING DETAILFLOOR JOIST CONDITION3S2BLOCKING DETAILFLOOR TRUSS CONDITION4S2SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comVENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATIONWALL SEE 5/S1WOOD 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/S1VENEER ORSLAB-ON-GRADEBY OTHERS12"VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 2/S1 OR 3/S1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3'-0" MAX VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 4/S1SLAB-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/S2FOR 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/S1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)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/S1)BACKFILL HEIGHT(SEE 5/S1)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/S1)BACKFILL HEIGHT(SEE 5/S1)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/S22 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/S2 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/S22 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/S2 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/S1 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/S1LOOKOUTWALLSEE 3/S1GRANULARMATERIAL(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/S1 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/S2 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/S1FOR VERTICAL REBAR* SEE 2/S2 FOR ANCHOR BOLTS* FOR REBAR TABLE 6/S1, FLOOR TO SILL CONNECTION TABLE 1/S2, AND ANCHOR BOLT TABLE 2/S2USE 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..GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/0 &CVG4GXKUKQP2TQLGEV0WODGT&CVG55JGGVUQH2TKPV0COG5KIPGF.KEGPUG0WODGT&CVG+JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC.GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/02.#055*190.+)*6+0$#%-)4170&#4'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)4172ž5&'5+)0&GUETKRVKQP‹%12;4+)*6*#0510)4172..%6*+55*''654'24'5'065#%1/2.'6'&'5+)01(6*'/#+09+0&(14%'4'5+56+0)5;56'/(146*''06+4'4'5+&'06+#.5647%674'6*'.1%#6+10#0&.'0)6*1('#%*$4#%'&9#..2#0'.#0&'0)+0''4'&9+0&4'5+56+0)'.'/'066*#6+54'37+4'&(146*'*#0510)4172ž5&'5+)0+55*190106*'5647%674#.&4#9+0)59#..501652'%+(+%#..;.#$'.'&106*'2.#05/#;$'56#0&#4&(4#/+0)5'%6+1055*190&'2+%6%100'%6+1051($4#%'&9#..2#0'.561411(64755'5#$18'61,1+56564755'5$.1%-+0)#$18'#0&61,1+56564755'5$.1%-+0)$'.196*'5'2#0'.5#4'0160'%'55#4+.;4'37+4'&61#.+)0$76/#;&'2'0&+0)102.#0.#;176411(64755'5$4#%'&9#..2#0'.(.#6Z"1% /+0  2'4$4#%'&9#..2#0'. 5+/2510#(4#/+0)#0).''#%*'0&  ŒZ0#+.52418+&'9+&6*9'$56+(('0'4(14#66#%*/'061((4#/+0)#0).'$4#%'&9#..2#0'.  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5''2.#0 (4#/+0)016'5(14*'#&'4 $'#4+0)-+0)567&5#65+&'51(12'0+0)56;2+%#.Z567&5"1%(#56'0(4#/+0)#$18'#55*190(14$4#%'&9#..2#0'.52'4(14#6'&5*'#49#..5(4#/+0)&'6#+.016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.70.'55016'&145*19016*'49+5'ÄÄ'NGXCVKQPž2ž1RVKQPU%GFCT.CMG4QCF5WKVG5V.QWKU2CTM/06GNÄÄYYYJCPUQPITQWROPEQO 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. Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Sep-20 14:51:47Right-Suite® Universal 2022 22.0.01 RSU64702 Page 1 ...\Documents\Wrightsoft HVAC\Lennar- Washburn.rup Calc = MJ8 Front Door faces: NW Job:Load Short Form 9/20/23Date:Entire House By: Silver Tree Plumbing and Heating LLC 1335 Mendota Heights Rd, Mendota Heights, MN 55120 Phone: 651-319-4200 Email: andyf@silvertreepandh.com Web: www.silvertreepandh.com Project Information Lennar Homes- 18196 Hounds DriveFor: Design Information InfiltrationClgHtg SimplifiedMethod88-15Outside db (°F)Semi-tightConstruction quality7270Inside db (°F) 1 (Semi-tight)Fireplaces1685Design TD (°F) M-Daily range 5030Inside humidity (%)5030Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOXModelML193DF090XE48C-*Cond 13ACXN042-230-** AHRI ref 202568886 Coil C35-49C+ML193UH090XE36C*+TDR+TXV AHRI ref 202892382Efficiency93 AFUE Efficiency 11.5 EER, 13 SEER Heating input Btuh88000 Sensible cooling Btuh32400 Heating output Btuh84000 Latent cooling Btuh8100 Temperature rise °F58 Total cooling Btuh40500 Actual air flow cfm1350 Actual air flow cfm1350 Air flow factor cfm/Btuh0.021 Air flow factor cfm/Btuh0.044 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Room1 1399 17753 6832 369 299 Room2 1399 20561 13004 427 569 Room4 1399 17905 7935 372 347 Room5 339 8130 2964 169 130 Room6 24 618 110 13 5 Entire House 4562 64966 30845 1350 1350Other equip loads 9861 763 Equip. @ 0.93 RSM 29332 Latent cooling 6441 TOTALS 4562 74828 35773 1350 1350 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 18196 Hounds Drive US Home LLC dba Lennar Kirsten Thompson 612-505-9366 kirsten.thompson@lennar.com Residential Development 63107 Holli Hennagir Pathlight Pro (612)224-4107 hhennagir@pathlightpro.com Pathlight Pro 11/2023 9/20/2023Kurt NiskaDigitally signed by Kurt Niska Date: 2023.09.20 15:35:49 -05'00' 9/27/23 X PM