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HomeMy WebLinkAboutLA225090-7024 205th St W-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 6" TRIM4" TRIM4" CORNER BOARD C. BOARD 10'-3 1/4"T.O. FOUND.T.O. PLATET.O. SUBFL.T.O. FOUND.T.O. PLATE1'-2 1/8"9'-1 1/8"T.O. PLATE8'-1 1/8"T.O. SUBFL.STONE FACE CORNER BOARD CORNER BOARD 12" BOX COLUMN BOARD / BATTEN10:12LAP SIDING10" TRIM10" TRIM10" TRIM6" TRIM6" TRIM3'-6"ADDRESS LOCATIONSTONE PIER24" H. CEDAR 4x4-PAINTBEVEL CUT TO FIT GABLE (TYP)42" H. CEDAR 4x4-PAINTBEVEL CUT TO FIT GABLE (TYP)6" TRIM4" TRIM 4" TRIM 4" TRIM4" TRIM 4" CORNER BOARD4" TRIM4" TRIM 4" TRIM4" TRIM 4" TRIM 4" TRIM4" TRIM4" TR IM 4" TRIM4" CORNER BRD.4" TRIM6" TRIM4" TRIM 4" TRIM 4" TRIM 4" TR IM4" TRIM4" TR IM 4" TRIM 4" TRIM 6" TRM 4" TRIM 4" TRIM 4" TRIM 4" TRIM 4" TRIM 4" TRIMSIDING MATERIALS PER COMMUNITY SPECIFICATIONS. STYLE PERPLAN.ALUMINUM FASCIA & SOFFIT ON ALL SIDES OF HOME, INCLUDES PORCHCEILINGALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECIFICATIONS.TRIM SIZED PER PLAN.PER PLAN AND COMMUNITY SPECIFICATIONS ONLY:WRAP ALL WINDOWS AT SIDES & REAR OF HOME W/ TRIMINSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL ON A4 FORINSTRUCTIONS ON WRAPPING THE WINDOWSADDRESS NUMBERS TO BE 4" HIGH MIN. AND CONTRAST TO THEIRBACKGROUND1'-2 1/8" 9'-1 1/8"8'-1 1/8"T.O. SUBFL.T.O. SUBFL.T.O. FOUND.T.O. PLATET.O. PLATEBOARD / BATTEN10" TRIM1'-2 1/8" 9'-1 1/8"8'-1 1/8"T.O. SUBFL.T.O. SUBFL.T.O. FOUND.T.O. PLATET.O. PLATEBOARD / BATTEN10" TRIM6:12 6:12 1'-11"1'-11"1'-5"2'-0" 1'-11"1'-5"1'-5"6:128:128:121'-5"1'-0" 1'-0" 1'-11"1'-5"6:12 3.5:12 8:121'-0"3'-6"1'-11"1'-5"3'-6"1'-11"8:128:128:121'-11" 1'-2 1/8"9'-1 1/8"8'-1 1/8"T.O. SUBFL.T.O. SUBFL.T.O. FOUND.T.O. PLATET.O. PLATE10" TRIMBOARD / BATTEN9'-1 1/8"8'-1 1/8"T.O. SUBFL.T.O. SUBFL.T.O. PLATET.O. PLATE1'-0 5/8"T.O. PLATE4'-11 1/2"T.O. FOUND.10" TRIMBOARD / BATTEN9'-1 1/8"8'-1 1/8"T.O. SUBFL.T.O. SUBFL.T.O. PLATET.O. PLATE1'-0 5/8"T.O. PLATE8'-1 1/8"T.O. SLAB10" TRIMBOARD / BATTENROOF 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 NOTESA1DISCOVERY SERIESEK05 D3 - LEWISFOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTESSECTIONS ELECTRICAL PLANSA6MAIN AND UPPER FLOOR PLANS A2A3A5A1FOUNDATION STRUCTURAL DETAILSFOUNDATION STRUCTURAL DETAILSS1S2DETAILSA4GENERAL STRUCTURAL NOTES - COVER SHEETS-0FOUNDATION STRUCTURAL PLANSS-3F1FIREPLACE DETAILSL1LOWER LEVEL FINISH PLANSSTOOP:130 SQ. FT.GARAGE: 649 SQ. FT.BASEMENT UNFINISHED: 1,226 SQ. FT.MAIN FLOOR FINISHED: 1,226 SQ. FT.UPPER FLOOR FINISHED: 1,480 SQ. FT.TOTAL FINISHED: 2,706 SQ. FT.BASEMENT FINISH OPTION (SEE SHEET L1): 514 / 791 SQ. FT.OTHER: N/AGARAGE HARDWARE PERCOMMUNITY SPECSSCALE:A11FRONT ELEVATION1/4" = 1'- 0"SCALE:A12ROOF PLAN1/8" = 1'- 0"SCALE:A13SIDE ELEVATION1/8" = 1'- 0"SCALE:A14SIDE ELEVATION1/8" = 1'- 0"SCALE:A15REAR ELEVATION1/8" = 1'- 0"SCALE:A15BWALKOUT ELEVATION1/8" = 1'- 0"SCALE:A15ALOOKOUT ELEVATION1/8" = 1'- 0"LOOKOUT & WALKOUT STRUCTURAL PLANSS-3OPTSECOND FLOOR FRAMING PLANSS-4ROOF FRAMING PLANSS-5BRACED WALL & MISC. FRAMING DETAILSSD-1BRACED WALL DETAILSSD-27024 205th Street West Cedar Hills-3rd Addition FACE APPLIED STONE VENEERFACE APPLIED STONE VENEERVINYL SIDING ON FRONT ELEVATION.VINYL SIDING ON SIDE AND REAR ELEVATIONS.HORIZONTAL LAP SIDINGVERTICAL BOARD & BATTEN SIDINGHORIZONTAL LAP SIDINGVERTICAL BOARD & BATTEN SIDINGConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode06/27/2024jnuetzman 4A4H.B.2668SH3448 2x6 BEARING WALL2x6 TREATED PLATE20x8 CONC. FOOTINGS(TYP. UNLESS NOTED)BEAMPOCKET20'-0"SEE SHEET S4 FOR PORTAL WALL DETAILPRIMARY LOCELEC. PANELALT. LOCELEC. PANELSUMPA/C2x4 FLAT STUD WALL-S.R. FINISHFUTURE 2x6(3) 2x10 (DR)(2) 9 1/2" LSL (DR)2-11 7/8" FL4" LEDGE AT GARAGE COMMON WALL20'-0"50'-0"10'-0"2" LEDGE AT GARAGE WALL (TYPICAL)3A42A41 1/2"2'-0"1 1/2"6"1 1/2"12'-9"7'-0"36"x36"x12" CONC. FTG.11 7/8" LSL 11 7/8" LSL NOTE:ALL DASHED WALLS ARE FORCONCEPTUAL FUTURE BASEMENTLAYOUT BASEMENT IS UNFINISHEDW/ R.I. PLUMBING FOR 3/4 BATH(2) 11 7/8" LSL (FL)(3) 2x628"x28"x12"PAD FTG.36"x36"x12" PAD FTG.#5 BARS @ 12" O.C.LOCATE 3" FROM BOTT.36"x36"x12" PAD FTG.#5 BARS @ 12" O.C.LOCATE 3" FROM BOTT.8'-9"FOUNDATION NOTE:8'-4" POURED WALLS= 8'-1 1/2" CLG. HGT.CLG. HGT. MAY VARYPER MECHANICALHOLD FTG. BACKFOR PLUMBINGOPTIONALWET BARROUGH-INCONCRETE OPENING FOR 16'-0" GARAGE DOORCONC. OPNG. FOR 8'-0" GAR. DR.3A42A44A4NOTE:HOLD T.O.EGRESS WELL8" BELOW T.O.FOUND. WALL2/8x3/8 CSMT (3) 2x10 POUR GARAGESLAB FLUSHDROP FDTN. 8" AT GARAGE DOORLINE OF WALL ABOVE (TYP.)LINE OF FOOTING BELOW (TYP.)5'-10"1'-6" 2'-3"2'-3"1'-1012"2'-10"3'-2 3/4"1'-912"39'-9"13'-2 1/2"9'-6" 23'-10 1/2"20'-0" 46'-0" 5'-10 1/4"1'-812"2'-2"16'-11 3/4"19'-1 3/4" 8'-0"37'-9" 46'-0"10'-4 3/4"9'-0 1/4"10'-1 1/2"11'-10 1/2"12'-2 1/2"6'-0"10'-0"9"2'-8"1'-11"4'-10 1/2"5'-0"3'-7 3/4"15'-2 3/4"1 1/2"1 1/2" 1 1/2"1 1/2" 1 1/2"8"1 1/2"6"8"1 1/2"8"1 1/2"8"1 1/2"6"4"1 1/2"5'-6 3/4"12'-11 3/4" 9'-3 1/4" 6"10"10"16'-1 1/2"8"6"18'-8 1/2"8"6"8" 6" 4" 2'-0"1114"8'-1 1/2"1114"2"6'-1 1/2"2'-0" 7'-3 1/2"6" 1'-6"(2) 2x6(2) 2x4(2) 2x6SLOPE SLAB 1/4" PER FOOT SLOPE CONC. TOWARDSO.H.D. OPENING AS REQ'DFUTURE BEDROOMBATH R.I.FUT. REC. ROOMMECHANICALUNEXCAVATEDFILL FOR SLABW.S.R.I.FL DRAIR EXCHG.W.H.TANKLESSUP 15 R3'-5 1/4"3'-3 1/2"16 1/2"UNEXCAVATEDFILL FOR SLABFURNRETURNH.B.9'-0" 2x4 P.T. WALL 30"x30"x12" PAD FTG.H.B.40'-0"5/0x3/6 SL5/0x3/6 SL5/0x3/6 SL10'-10 1/2"11'-3"11'-3"6'-4 1/2"(3) 9 1/2" LSL(3) 2x10(2) 9 1/2" LSL1 1/2"R-5 RIGID INSULATION1 1/2"1 1/2"R-5 RIGID INSULATION1 1/2"**NOTE**CANTILEVER PLATE 1 1/2"AT LOOKOUT WALLS**NOTE**2x8 WALLS AT LOOKOUT(1) KING(1) TRIM(1) KING(1) TRIM(1) KING(2) TRIM(1) KING(2) TRIM(1) KING(2) TRIM(1) KING(2) TRIMH.B.5/0x3/6 SL5/0x3/6 SL6/0x6/8 SL. PATIO DR.(3) 9 1/2" LSL(1) KING(2) TRIM(1) KING(2) TRIM(2) 9 1/2" LSL(1) KING(2) TRIM(1) KING(2) TRIM(2) 9 1/2" LSL(1) KING(2) TRIM(1) KING(2) TRIM40'-0"10'-10 1/2"11'-3"11'-3"6'-4 1/2"1 1/2"1 1/2"1 1/2"1 1/2"**NOTE**NO PLATE CANTILEVER ATWALKOUT WALLSR-5 RIGID INSULATIONR-5 RIGID INSULATION1. 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:1/2" ROCK, 8" DEEP20" x 8" CONC. FTG.W/ SILL SEALER(TR) 2x6 SILL PLATEGRADER-20 BATT INSUL.BOLT AT 72" O.C.1/2" DIA. x 10" ANCHOR8" W. POURED CONC.FOUNDATION WALL CONC. SLABPER PLANEXT. FIN. PER PLANDOUBLE TOP PLATEHEADER AT WIN.4 MIL POLY8"2"WRB PER PLAN FLR. SYSTEMVAPOR BARRIERR-10 RIGID INSUL.OR APPROV. STRAP42" MIN.WATERPROOFINGREQ'D. @ TOP OFFDN. WALLR-20 INSUL. @ RIMRIM BOARD6" MIN.1/2" EXT. SHEATHINGCONC. SLAB20" x 8" CONC. FOOTINGFOUNDATION WALLDOUBLE TOP PLATEPER PLANFLR. SYSTEM8" W. POURED CONC.1/2" DIA. x 10" ANCHORBOLT AT 72" O.C.R-20 BATT INSUL.2x8 (TR.) SILL PLATEW/ SILL SEALERGRADEOR APPROV. STRAP3'-6"R-20 SPRAY FOAM INSUL.RIM BOARDR-10 EXT. FDN. INSUL.R-5 RIGIDINSULATIONWATERPROOFINGTOP OF FDN. WALLCANT PLATE 1 1/2"SQUASH BLOCKS@ ALL POINT LOADS2x8 STUDS @ 16" O.C.SIDE WALLWALKOUTFDN. ONLY4" WEEPS EVERY 6'WATERPROOFING6" MIN.1/2" ROCK, 8" DEEPEXT. FIN. PER PLANWRB 1/2" EXT. SHEATHINGAT 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 CONCRETEEGRESS WINDOW PER PLANDRAIN FIELDBATT INS.(TR) 2x8 SUBFRAMESOCKED DRAINTILE CONNECTSTO INTERIORN.T.S.MIN. PER EGRESSNOTE:44" MAX. FROM T.O. SLABTO EGRESS WDW.LADDERPER PLAN HEADER PER PLAN42"4'-4"WATERPROOFINGPER PLANFLR. SYSTEMRIM BOARD (BY MFG.)EXT. FIN. PER PLANRIGID INSUL.R-10 EXT. FDN.1/2" EXT. SHEATHINGWATERPROOFING2x8 SILL PLATECANT. 1 1/2"2x8 STUDS4" WEEPSEVERY 6'1/2" ROCK FILLBELOW GRADE ON OUTSIDEWATERPROOFING ALL WALLSPERIMETER OF EGRESS WLLWRB4" CONC. SLABFLOOR SYSTEMGARAGE SLAB SLOPE: 4"20" x 8" CONC. FOOTINGPER PLAN20" x 8" CONC. FOOTING8"PER PLANWATERPROOFINGB.O. FTG.GRADE3'-6" MIN.VAPOR BARRIER8" GRANULAR FILL4" CONC. SLABTOP OF CURBTOP OF FDN.TREATED 2x SILLPLATE W/ SILL SEALERSHEATHINGEXT. MTR'L. PER PLANRIM BOARD (BY MFG.)5/8" GYP. SHEATHINGR-10 EXTERIOR FDN.INSULATION10"6"4"2" CERTI-STUD ATFOUNDATION LEDGER-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOP OFFOUNDATION WALL2x6 SILL PLATEW/ ANCHOR BOLT / STRAPNO CANT. AT GARAGESTD. RIM DETAILHOUSE BASELINE DIM.GAR. OUT TO OUT DIM.NOTE: NO R-5 INSUL.REQ'D. AT GAR./HOUSEINT. COMMON WALLS4" WEEPS EVERY 6'4"(PLATE SIZE PER PLAN)6"MIN.NOTE:FOUNDATION SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"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 FLOORCONSTRUCTION AT BOTH TOP AND BOTTOM OR BY ADEQUATE TEMPORARY BRACING.3. EXTERIOR WATERPROOFING SHALL COMPLY W/ R 406.2, PER 2020 MN RESIDENTIAL CODE.WATERPROOFING SHALL EXTEND FROM TOP OF INTERIOR FOUNDATION WALL, ACROSS TOP OF WALLAND DOWN THE FACE OF EXTERIOR FOUNDATION 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 BE R-10 FIBERBOARD (WATCHDOG OR EQUAL), IN 2 3/8" THICKNESS. SILL PLATE TOOVERHANG FOUNDATION BY APPROX. 1 1/2" TO ALLOW FOR EXTERIOR 1/2" SHEATHING TO ALIGN WITHFOUNDATION INSULATION. A GROUND BREAKER MATERIAL TO 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 LESSTHAN 25'-0" LONG AND 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"A2SCALE:A24EGRESS WELL DETAIL3/4" = 1'- 0"SCALE:A22FULL FOUND./REAR WALL DTL.3/4" = 1'- 0"SCALE:A23FULL FOUND./SIDE WALL DTL.3/4" = 1'- 0"SCALE:A25LOOKOUT DETAIL3/4" = 1'- 0"SCALE:A26WALKOUT DETAIL3/4" = 1'- 0"SCALE:A27BEARING WALL3/4" = 1'- 0"SCALE:A28DETAIL AT STOOP3/4" = 1'- 0"SCALE:A29NON-DROP'D GARAGE/COMMON WALL3/4" = 1'- 0"SCALE:A21FOUNDATION PLAN1/4" = 1'- 0"SCALE:A21ALOOKOUT FOUNDATION PLAN1/4" = 1'- 0"SCALE:A21BWALKOUT FOUNDATION PLAN1/4" = 1'- 0"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. TPPEDTR2668R & S(4) SHELVES2x6 WALL2x64/0x6/0 SH4/0x6/0 SH(4) 2x6246820686/0x6/8 PATIO DROPEN3/0x6/0-2 SHSEE SHEET S4 FOR PORTAL WALL DETAIL4A4TRUSSES50'-0"20'-0"20'-0"2/6x5/0 SH 2'-0"TRUSSES10'-0"2"2'-0"2"2'-0"3A42A46'-6"6'-6"3'-3"3'-9"CONC. INSET STEP7" R/12" TR/42" W2"2'-0"8'-8"3/0 DOOR W/14" SIDELITE24"x24"x36" STONE PIER W/12" BOX COLUMN ABOVEFLOOR LINE ABOVE(3) KING(2) TRIM(3) KING(2) TRIM(1) KING(2) TRIM(1) KING(2) TRIM(1) KING(2) TRIM(1) KING(2) TRIM3 1/2"x7 1/4" LSL (DR)-CONT.T.O.R.O. @ 7'-6"3/0x3/6 SHDW(2) 11 7/8" LSL (FL)(3) 2x10 (DR)(2) 9 1/2" LSL-CONT.(2) 9 1/2" LSL(2) 9 1/2" LSL(2) 9 1/2" LSL(1) 11 7/8" LSL (FL)WINDOW FALL PROTECTION2x6 WALL3/0x8/0 SROFLOOR BREAKFIR OUT TO STRINGERS ABVDN 15 RUP 16 R(2) 11 7/8" LSL (FL)(3) 2x10 (DR)10" OVERHANG10" OH2x6 WALL5 1/4"x7" PSLTHRU TOP PLATES(3) 2x10(2) TRIM(2) TRIM(3) 2x6FLAT3 1/2"x7 1/4" LSL (DR) (3) 2x6FLAT 2x4 WALL FOR MECHANICAL 20 MIN DR2868R & S (4) SHELVESWOODSTEPSRAILNOTE:SHEETROCK & FIRETAPEENTIRE GARAGENOTE:(2) 2x6(3) 2x6(3) 2x6REFRTOP PLATES(5) 2x6 THRU2x6 WALLSEALED22x30ATTICACCESS16'x8' O.H. GARAGE DOOR8'x8' O.H. GARAGE DOOR3A42A44A411'-0"11'-3"7'-0"40'-0"10'-9"13'-3 3/4"4'-1 1/2"4'-10 3/4"46'-0"6'-6 1/2"6'-4 3/4"5'-4 3/4"13'-0"10'-0"12'-0"3'-6"2'-6"3'-6"5'-0"4'-10 3/4"4'-10 1/2"9'-0 1/4"3'-5 3/4"3'-3 1/2"2'-3"7'-8 1/4"10'-6 1/4"5'-10"3'-7 3/4"6"10"5'-10 1/4"5'-2 1/2"1'-412"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"10'-0"5 1/2"5 1/2"2'-0"24'-0"20'-0"5 1/2" 6'-0"2'-0" 38'-0"8'-0" 46'-0" 17'-3 3/4"5'-6 1/2"13'-3 3/4" 15'-10"22'-2" 5 1/2"5 1/2"1114"8'-1 1/2"1114"2'-2"1'-812"16'-1 1/2"(2) 11 7/8" LSL (D3 & D3D)SEE A4 FOR FLOOR SYSTEM SEE A4 FORFLOOR SYSTEM SEE A4 FORFLOOR SYSTEM7'-9 1/2" TO VENT3-PLY GIRDER TRUSS(3) 2x6 (2) 2x6 2-PLY GIRDER TRUSS9/0x8/0 SROFLOOR BREAKOPTIONALFILL-IN BOTH SRO'sADD (2) 206810 LITE DRS7'-0"SEE DETAIL 23/A6 FORGARAGE TUCKUNDER DETAIL5/0x8/0 SRO28682'-1"DROP CLSTCLG TO 8'CENTRAL RETURN ORVOID-PER SPEC'S4068 BI-PASS6'-0 1/4"9'-8 1/2"5/0x8/0 SROFLOOR BREAK8' HIGHSOFFIT3'-2"R & SCLKITCHENDINING ROOMGREAT ROOMPANTRYMUDRM.CLST.PWDR.FLEX ROOMFOYERPORCHCONCRETE8'-8" OPTIONAL FIREPLACE LOCATION SEE F1 FOR DETAILS 4x4 P.T. POSTW/ SIMPSONABA44Z BASE &BC4 CAP, TYP.(1) 11 7/8" LSL (FL)GARAGECONC. FLOORGENERAL 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/ R312.2.1·AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICALOUTLET IS CENTERED ON VANITY.(1) KING(2) TRIM3A42A44A43A42A44A4TPR&S (4) SHLVS.R&S 266826682068P.A. WASHER DRYER 20682x6 WALL2668 2868FLR BRK60" VANITY 266826683/0x5/0-2 SH2/0x2/0FIXED3/0x5/0 SH3/4x5/0 SH3/0x5/0-2 SHTB2/0x2/0-3 FIXED6'-6"6'-6"3'-0"13'-0"13'-6"40'-0"1'-9"R&STRUSSES TRUSSES GIRDER TRUSS(4) 2x62/0x2/0FIXED13'-6"6'-6"5'-3"10'-6"2/0x2/0-2 FIXED1'-0" CANT R&S(2) 9 1/2" LSLSH3448 WINDOW FALLPROTECTIONWINDOW FALLPROTECTION72" VANITY 2x6 WALLR&S BLW. WDW.2068DN 16 R42" H. 2x4 WALLW/ WOOD CAP36" H. 2x4 WALLW/ WOOD CAP22x30ATTICSKTL.TBP.A.R&S (2) 2x6 (2) 9 1/2" LSLR&SR&S R&S WIRE SHELF @ 64" A.F.F.2/6x7/0 SRO(3) 2x6 TP2x6 WALL WINDOW FALLPROTECTION(2) TRIM(2) TRIMWINDOW FALL PROTECTION(2) TRIM(2) TRIMTEMPERED 2/0x2/0-2 FIXED 36x60 TUB 32x60 W/SH26685'-0"11'-4 3/4"6'-2 1/2"6'-0"14'-10 3/4"40'-0"6'-2"25'-11"7'-11"15'-8 3/4"9'-5 3/4" 36'-0"2'-0" 4'-0"5'-0" 38'-0" 12'-2 3/4"10'-6 3/4"13'-8 1/2" 19'-9"18'-3"4'-2 1/2"3'-2 1/2"5'-1"6'-10 1/4" 7'-2 1/2"1'-9"3'-2" 3'-10 3/4"8'-0 1/2" 17'-0 1/4"18'-11 3/4"5'-8 3/4"4'-2 1/2"11'-8 1/4"4'-10 3/4"6'-6 1/4"3'-5 3/4"3'-3 1/2"5'-1 3/4"5'-0"1'-63 4"3'-2"5 1/2"5 1/2"1'-0"5 1/2"5 1/2"5 1/2"2'-10"12'-1"5 1/2"5 1/2"5 1/2" 4'-3 1/2"9'-3 1/2" 12'-8 1/2"26682668FLR BRK5'-0"L.TUB OPTION OPT OPT BEDROOM 4CLSTLAUNDRYBATHOWNERS SUITELOFTBEDROOM 3BEDROOM 2CLSTCLSTCLSTOWNERSBATHFLR BRKFLR BRK(2) 2x62x6GAS2068OPENOPENGFIP (WP)DW10" OVERHANG10" OHOVENU.C.L.U.C.L.U.C.L.U.C.L.U.C.L.FILLERREFRGDINING ROOMGOURMET KITCHENPANTRYLLLLLLLLLLL33333 ELEC. R.I. TO JUNCTIONBOX FOR FUTURE OUTLETINSIDE CABINETPMPMPM PMPM26682668FLR BRKGFIPGFIP72" VANITY TBC.T. BASEC.T. WALLSDUAL HEADSDUALVALVES(STACKED)4" RAISED PLATFORM 14" CLEARINSERT SOAPDISH1'-4"SEAT 2/0x3/6 SH 2'-4"3'-6"TPFLR BRKGLASS PANEL 4" FROM CLG ON 42" H. CAP WALL 9'-3 1/2" 3'-91 2"5'-2 1/2"4'-2 1/2"5'-8 3/4"11'-9" 8"4'-6 1/2"24'-3"5 1/2"OWNERSBATHL2x6 WALLTP26682x6 WALL5'-6 1/2"R & S3'-11 1/4"DROP CLSTCLG TO 8'5'-4 1/4"2'-11 1/2"SH3448SH3448 30" VAN.VOID266810'-10 3/4"2'-1 1/2"R & SFLR.BRK.GFIP8'-3 3/4"5068 BI-PASS3'-5 3/4"5 1/2"5 1/2"13'-0"TB3/0x6/0-2 SH3'-2"2'-1"GUEST SUITE3/4 BATHMMSDFLR.BRK.LL33 20688' HIGHSOFFIT A3SCALE:A31MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A3OPT 1GOURMET KITCHEN OPTION1/4" = 1'- 0"SCALE:A32UPPER FLOOR PLAN1/4" = 1'- 0"SCALE:A3OPT 2MAIN LEVEL GUEST SUITE OPTION1/4" = 1'- 0"SCALE:A3OPT 3SERENITY SHOWER OPTION1/4" = 1'- 0"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 6" GRAVEL FILL6 MIL POLY / LAPPED 12"4" CONCRETE SLAB25/32" OSB SUBFLOOR8" POURED CONC. WALL"WATCH DOG" WATERPROOFINGFDN. WALL CONST.20x8 CONC. FTG.RIM CONST. - R-20 MIN. 2x8 TR. SILL PLATE W/ A.B.25/32" OSB SUBFLOORVAPOR BARRIERR-49 BLOWN INSULATION5/8" DRYWALL CEILING, TYP.CEILINGMANUF. TRUSSES24" O.C.12PER PLANBATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL INTERIOR W/ 4 MIL. POLY, TYP.7/16" OSB SHEATHING, TYP.VAPOR BARRIER2x6 STUDS @ 16" O.C.WALL CONST.SIDING PER SPEC LEVELHOUSE WRAPR-20 SPRAY FOAM INSULATIONRIM CONST. - R-20 MIN. 7/16" OSB SHEATHING, TYP.BATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL INTERIOR, TYP.11 7/8" RIMBOARDHOUSE WRAPVAPOR BARRIER2x6 STUDS AT 16" O.C.ROOF CONST.ASPHALT SHINGLES PER SPECS.WATERGUARD ICE BARRIER AT EAVESWALL CONST.SIDING - MATERIAL PER SPEC LEVEL7/16" OSB SHEATHINGINSUL. CHUTES/EA. TRUSS SPACE15# FELT2x6 SUBFASCIA7/16" OSB SHEATHINGR-20 SPRAY FOAM INSULATION11 7/8" RIMBOARD (NOTE: SEE SHEET7/16" OSB SHEATHINGINSTALL WINDWASHAPPROX. GRADENOTE: CANTILEVERS TO HAVEMIN. R-30 INSUL. IN FLR. CAVITY 2" CERTI-STUD INSUL (R-10)2 3/8" "WATCHDOG" (R-10)CANT. I JOIST 1 1/2", W/ STD. RIMADD SQUASH BLOCKS@ ALL POINT LOAD LOCATIONSA2 FOR SIDE WALL / REAR WALL DTLS.)ADD INVERTED HANGER AT REAR WALL.NOTE: R-5 INSUL.REQUIRED AT WALKOUTSIDE WALLS ONLYXP BOARD TO GRADESOFFIT & FASCIA-MTRL. PER SPEC. LEVELSHALL EXTEND TO THE B.O.THE TOP CHORD OF TRUSS EXTERIOR SHEATHINGAS A RIDGED WIND WASH/ EAVE BAFFLE, MOISTUREBARRIER TO TERMINATE ATTHE SAME LOCATION11 7/8" LSL FLOOR SYSTEMSTD. ENERGYHEEL HT.MIN. 6"11 7/8" I-JOIST FLOOR SYSTEMWINDOW FALL PROTECTION TOWITH R312.2.1BE PROVIDED IN ACCORDANCEWINDOW FALL PROTECTION TOWITH R312.2.1BE PROVIDED IN ACCORDANCEREFER TO ROOF PLAN FORROOF PITCH AND OVERHANGST.O. SUBFL.T.O. FOUND.T.O. PLATET.O. SUBFL.T.O. PLATE1'-2 1/8" 9'-1 1/8" 1'-0 5/8" 8'-1 1/8"T.O. FOOTING8'-4"11 7/8" I-JOISTS36'-0"1'-0"T.O. SUBFL.T.O. HEADER9'-1 1/8"4'-10"MIN. CODEDEPTH FDN. @STOOPS, DEPTHMAY VARY PERCITY OR SITECONDITIONS11 7/8" LSL1'-0"NOTE:(2) LAYERS OF FELTMEMBRANE CEMENTEDTOGETHER REQ.@ PORCH ROOFBEDROOM 4BEDROOM 3LOFTGREAT ROOMPOWDERFLEX ROOMBASEMENTMECHANICALREFER TO ROOF PLAN FORROOF PITCH AND OVERHANGS11 7/8" I-JOISTS36'-0"T.O. SUBFL.T.O. HEADER9'-1 1/8"6'-10"3'-0"T.O. SUBFL.T.O. FOUND.T.O. PLATET.O. SUBFL.T.O. PLATE1'-2 1/8" 9'-1 1/8" 1'-0 5/8" 8'-1 1/8"T.O. FOOTING8'-4"1'-0"MIN. CODEDEPTH FDN. @STOOPS, DEPTHMAY VARY PERCITY OR SITECONDITIONS11 7/8" LSLNOTE:(2) LAYERS OF FELTMEMBRANE CEMENTEDTOGETHER REQ.@ PORCH ROOFLOFTGREAT ROOMBASEMENTFOYERCLST.CLST.LAUNDRYREFER TO ROOF PLAN FORROOF PITCH AND OVERHANGST.O. SUBFL.T.O. FOUND.T.O. PLATET.O. SUBFL.T.O. PLATE1'-2 1/8" 9'-1 1/8" 1'-0 5/8" 8'-1 1/8"T.O. FOOTING8'-4"11 7/8" I-JOISTS36'-0"T.O. FOUND.10'-3 1/4"11 7/8" I-JOISTS12'-0"10'-0"11 7/8" LSLBASEMENTDININGOWNER SUITEGARAGEBEDROOM 2HOUSE WRAP CUTTING PATTERN12CUT HOUSE WRAPPER DIAGRAM.CUT UPPER FLAP AT 45FLEX WRAPWINDOW OPENINGWRAP TO SILL OF APPLY 10" FLEXUNDER HEAD INSTALL WINDOWINSTALL JAMBSTRIPS OVERINSTALLED WINDOWHOUSE WRAP FOLDHOUSE WRAP FOLDSTRIP UNDER UPPERINSTALL HEADUPPER FOLDAND TAPE OVERCUTOVER HEAD STRIPDROP UPPER FOLDTO SETTING WINDOWAPPY CAULK BEHINDWINDOW FINS PRIORHOLD UPPER FOLD OUT UNTIL FINAL STEPINSTALL, FOLD SIDEAFTER FLEX WRAPHOUSE WRAP FLAPSOVER FLEX WRAPAND TRIM / FASTENTAPETAPEWINDOW WRAP.CAP UNDERINSTALL DRIPDOWN EACH SIDE.BEND CORNERS3456789SEAMSA4LENNAR WILL BE INSTALLING A "PASSIVE RADON READY" SYSTEM.ALL BASEMENT SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY6 MIL POLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURES WILL BESEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USING POLYURETHANE CAULK ORELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMP BASKETS WILL HAVE SEALED LIDS.LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THE DRAIN TILESYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILL USE THE SHORTEST ROUTETO EXIT THE ROOF SYSTEM, WITH A MAX. OF (2) 90 DEGREE ELBOWS. IN UNCONDITIONED AREAS,THE RADON EXHAUST PIPE WILL BE INSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED"RADON REDUCTION SYSTEM" AT ALL ACCESSIBLE LOCATIONS. ALSO, ALL RADON PIPES WILL BELABELED AT ALL FLOORS FOR FUTURE REFFERENCE.AT ROOF EXIT LOCATIONS, WE WILL MAINTAIN A 10' DISTANCE TO ANY WINDOW LOCATION, 2'BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THE LOCATION OF THE EXIT POINT, INTRUSS AREA, WILL BE CLEAR OF ANY OBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36"VERTICALLY. LENNAR WILL INSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUSTFAN ADDITION.RADON NOTE:I-JOIST FLOOR SYSTEMSCALE:A41TYP. WALL SECTION3/8" = 1'- 0"SCALE:A45HOUSE WRAP DETAIL AT WINDOWN.T.S.SCALE:A42SECTION1/4" = 1'- 0"SCALE:A43SECTION1/4" = 1'- 0"SCALE:A44SECTION1/4" = 1'- 0" DUPLEX CONVENIENCE OUTLETDUPLEX OUTLET ABOVE COUNTERWEATHERPROOF DUPLEX OUTLETHALF-SWITCHED DUPLEX OUTLETDUPLEX OUTLET IN FLOOR220 VOLT OUTLETWALL SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHCEILING MOUNTED INCANDESCENT LIGHT FIXTURERECESSED INCANDESCENT LIGHT FIXTURELIGHT FIXTURE WITH PULL CHAINFLOURESCENT LIGHT FIXTUREEXHAUST FANCHIMESSMOKE DETECTORTHERMOSTATELECTRIC PANELPCWPELECTRICAL KEY DUPLEX OUTLET (GROUND FAULT PROTECTED)GFIPRECESSED INCANDESCENT EYE BALL FIXTURECARBON MONOXIDE DETECTORELECTRIC VEHICLE CHARGER ROUGH-IN (OPTIONAL)LED FIXTURELMULTI-MEDIA JACKEVCMMTCMSDCHPLUGMOLD PM34AND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS1. THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBINGSUCH AS JOISTS, TRUSSES AND STUDS.GENERAL NOTES ELECTRICAL AND/OR GAS HOOK-UP REQUIREMENTS, THIS INCLUDES2. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCEBUT IS NOT LIMITED TO WASHER, DRYER, RANGE/COOKTOP,MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE),DISHWASHER AND REFRIGERATOR.5. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLESAT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR:REQUIREMENTS OF ALL GOVERNING CODES.AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE4. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.TELEVISION.........14"TELEPHONE........14"OUTLETS.............14"SWITCHES...........42"AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)3. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORSGFIPGASOPENGFIP (WP)NOTE:20 AMP DEDICATED CIRCUITFOR (3) OUTLETS AT GARAGEGFIP GFIP GFIP GFIP (WP)DWLLLLLL3333333 3DN TOFIXTURESDUP TOFIXTUREREFRLLLLMMSEALED22x30ATTICACCESS TLLLLLLL3'-6"LL5'-6"CLG. MNT.FOR G.D.O.CLG. MNT.FOR G.D.O.LLEVCLCENTRAL RETURN ORVOID-PER SPEC'SKITCHENDINING ROOMGREAT ROOMPANTRYMUDRM.CLST.PWDR.FLEX ROOMFOYERPORCHGELEC. R.I. TO JUNCTIONBOX FOR FUTURE OUTLETINSIDE CABINETCHOPTIONAL FIREPLACE LOCATION SEE F1 FOR DETAILS MMMMMOVE MM TO THISLOCATION W/FIREPLACE OPTION33GARAGE WASHER DRYERGASR.I. FANW/ LIGHTMM3SH3448 SDSDSDSDLL22x30SKTL.ATTIC33DN TO SWITCHGFIPGFIPLLLSDCMMMLLLLCML36x60 TUB LLL32x60 W/SHLLLL.TUB OPTIONGFIP GFIPOPTOPT OPT BEDROOM 4CLSTLAUNDRYBATHOWNERS SUITELOFTBEDROOM 3BEDROOM 2CLSTCLSTCLSTOWNERSBATHH.B.OPENOPENGFIP (WP)H.B.2668SH3448 PRIMARY LOCELEC. PANELALT. LOCELEC. PANELSUMPA/C3SDUP TO SWITCHGFIP LFOUNDATION NOTE:8'-4" POURED WALLS= 8'-1 1/2" CLG. HGT.CLG. HGT. MAY VARYPER MECHANICALOPTIONALWET BARROUGH-INFUTURE BEDROOMBATH R.I.FUT. REC. ROOMMECHANICALUNEXCAVATEDFL DRAIR EXCHG.CLG. MT.W.H.TANKLESSFURNRETURNH.B.SCALE:A51MAIN FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A52UPPER FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A53AWALKOUT FOUNDATION ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A53FOUNDATION ELECTRICAL PLAN1/4" = 1'- 0"NOTE:SEE FLOOR PLAN SHEETS& PANEL FOR OPTIONS HEADER1/2" GYPSUM BD.1/2" GYPSUM BD.WIN. OPNG.2x6 HEADER PLATEINSULATE1 1/4" RIM BOARD2x6 DOUBLE TOP PLATE2x6 SILL PLATESUBFL.INSULATE2" SPRAY6'-11 3/8" TO T.O. WIN. R.O.SUBFL. AT 8' CLG. 8'-0" TO SUBFL. AT 9' CLG.1x2 AT EA. SIDE OFWINDOW OPENINGSHEATHINGFOAM INSUL.FLOOR SYSTEM PER PLAN1/2" GYPSUM BD.TRUSS BTM. CHORDTOP PLATEDOUBLE WIN. OPNG.WIN. HDRS.SHEATHING2x6 HDR. PLATET.O. WIN. R.O.6'-11 3/8" TO SUBFL.INSULATEINT/EXT WALL INTERSECTIONINTERIOR WALL CORNER2x6 EXTERIOR WALL1/2" GYPSUM BOARD2x6 R.W. 2x4 R.W. 2x6 EXTERIOR WALL2x2 R.W. INSIDE CORNEROUTSIDE CORNERINSULATE STUDCAVITIES OF ALLCORNERS AND INTERSECTIONSOF OUTSIDE WALLSSIDING2x4 INTERIOR WALL 2x4 BACKINGAT MID HGT.2x4 INT. WALLSHEATHING(EXT. FIN. MAY VARY PER PLAN)PER PLANEXT. MAY VARYSHEATHING9'-0"PLYWD.ALUM. SOFFITW/ALUM.2 x 6 SPF1/2" OXBOARD SHEATHINGGABLEEND TRUSS(WHERE APPL.)2x6 FOR LOOK OUTSUSE SCRAP 2x4 ORNOTE:ENG'DFASCIADIM.2x4 INT. WALLBOARD1/2" GYPSUM5/8" GYPSUM BD.2x4 DOUBLETOP PLATE2x6 BACKINGBOTTOM CHORDOF TRUSSINT WALL2x2 NAILER3/4" PLYWOOD1/2" GYP. BD.FIRE STOP5/8" GYP. BD.I-JOISTDOUBLE TOP PLATEPER PLAN5/8" GYP. BD.1/2" GYP. BD.PER PLANHANGER(2) MICROLAM BEAMSHANGER1/2" GYPSUM BD.SUBFLOORNOTE:FOLLOW MFG'S NAILINGPATTERN FOR HANGERFLOORSYSTEMPER PLANFLOORSYSTEMPER PLANFLOOR SYSTEM PER PLAN1/2" GYPSUM BD.SUBFLOOR(2) 2 x HEADERS1/2" OSBDOUBLE TOP PLATESILL PLATESILL/ TILT TO OUTSIDEHEADER(1) 2X6 TRIMMER U.N.O. VARIES8'-1 1/8" or 9'-1 1/8" TYPICALVARIES7'-0" OR 8'-0" (MAIN FLOOR) / 6'-11 3/8" (2ND FLR.)(R.O.)(R.O.)ON FLOOR PLAN(REFER TO PLAN)FOR WATER DRAINAGERUN TRIMMERS TOBOTTOM OF HEADER(SEE PLAN)BOTT. PL.10"2x12 STRINGERS3'-0"10"7 3/4" MAX.(3) 2x12 STRINGERS5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)UNLESS NOTED OTHERWISE IN CONSTR. WORK ORDERPARTICLE BOARD TREADS & RISERS3"6 1/2" W. x 3/4" T.WOOD CAP5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)ALLOW 6'-8" MIN. HEADROOMNOTE:REFER TO SELECTIONS FOR REFER TO PLAN OR WORK ORDER FOR RAIL AND FINISH TYPE(S)NOTE: THIS DETAIL IS FOR FRAMING PURPOSES ONLY4"MAX.RAIL TYPE3/4" PLYWOOD1 1/4" RIMBOARDSUBFLOORFACE OF RISER3/4" PLYWOOD1 14"7 3/4" MAX.11 14"FLOORSYSTEMPER PLANMAX.MAX.1 14"11 14"MAX.MAX.2x4 TO EXTEND 1 1/2"BEYOND 2x AT EA. ENDCAULKNOTE:5 DEG.2 x W/BEV. TOP"Z" FLASHINGSMOOTH FINISH 2x4EXT. FINISH PER PLANSEE PLANVARIESROUGH OPENINGROUGH OPENINGSUBFLOORCRIPPLEHEADER PLATEDOUBLE TOP PLATE9'-1 1/8" OR 8'-1 1/8" TYPICAL STUDSNOTE: THIS DETAIL IS FOR FRAMINGPURPOSES ONLY, REFER TO SPEC'S. BOX NEWELSTARTER1 3/4" RIM BD.1/2" GYP.SUBFLR.PER PLANFLR. SYSTEM3'-0" FROM FIN. FLR.FOR RAIL & FINISH TYPES TREADPOSTSTONE CAPOR ROWLOCK BRICKFLASHING - CONT.CAULKSHEATHING15# FELT1" AIR SPACESTUD WALLSIDING PER PLANSLOPED TO DRAINSHEATHING ONCEDAR 5/4x BLOW UP DETAIL1 1/8"CAULK"Z" FLASHING"Z" FLASHING4"MINIMUM FINISH MTR'L.PER PLANPER PLANCAULK2x6 FRAMINGFINISH MTR'L.PER PLANWATER RESISTIVE BARRIERWIN. UNIT DIM.14"WIN. ROUGH OPENINGSHEATHINGWINDOW UNITGYPSUMSPRAY FOAM SIDINGTRANS.INSULATIONTRIMSTONE/BRICK CAPSLOPED TO DRAIN(FOR STONE CAP)CAULKTO BACK OF SILLSHEATHING15# FELT1" AIR SPACEFLASHING - CONT.FLASHING - CONT.(FOR BRICK CAP)TO BACK OF SILL2'-0"2x6 SPF MIN. ICE BARRIERVERT. TO ROOFW/ R20 MIN.2x6 STUD WALLON 4 MIL POLY1/2" GYPSUM BD.SOFFITSIDING PER PLANSHINGLES, 15# FELT, 48# BASESHEATHINGTRUSS BOT. CHORD5/8" GYPSUM BD.INSULATION BAFFLES (48" L.)ENG'D TRUSSES AT 24" O.C.R-49 INSULATIONDBL. TOP PLATEON 4 MIL POLYROOF VENTS AS REQUIREDSHEATHINGICE BARRIER6"MIN.HEEL HGT.ICE BARRIER TO END THIS POINTNOTE: ICE AND WATER SHIELD TO RUNENTIRE LENGTH OF ALL VALLEYS2 ROWS OF 24" TO INSURECOVERAGE PAST PLATE LINEEXTEND SHEATHING1 1/4" PAST END OF TRUSSFOR 6/12 PITCH ROOF.REDUCE OVERLAP PERSTEEPER PITCH TRUSSES.OVERLAP W/ FASCIAICE / WATER SHIELDBATT INS.5/8" FIRE-RATEDGYP. BOARDEXTERIORSHEATHINGWRB CONT. ONVERTICAL &HORIZONTALPLANES ATTUCKUNDER,TAPE ALL SEAMSR-20 SPRAYFOAM AT RIM6" DIA. R-4.2 INSULATEDFLEX-DUCT, HELD TIGHTTO FLOOR ABV.TYP. EXTERIORWALL: 2x6 STUDFRAMING W/ R-21BATT. INSULATIONTHERMOPANR-19 MIN. SPRAYFOAM INSUL.PER TABLE R402.1.1WRB CONTINUOUS ONVERTICAL AND HORIZONTALPLANES AT TUCKUNDER,TAPE ALL SEAMSTUCKUNDER FLOOR CAVITIESW/O HVAC BLOWN FULL W/ 11-7/8"FIBERGLASS L-77 INSULATIONI-JOIST FLRSYSTEMGARAGEHOUSEHOUSEELASTOMERICCAULK ATCORNER(BY INSULATORS)8" MIN.PVC SHOWER PAN LINER,DO NOT CUT, EXTEND UP WALL 8" MIN.CEMENT BOARD, OVER LINERCERAMIC TILEWOOD SUBFLOORGROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERTICAL TO DRAIN2-PIECE SHOWER DRAIN SYSTEMTILE SHOWER WALL & DRAIN DETAILTILE SHOWER PLATFORM DETAILCERAMIC TILE W/ BULLNOSED EDGE AT LIPCEMENT BOARD, OVER LINERWOOD SUBFLOOR(2) 2x4 SLEEPERS AT 8" O.CPVC SHOWER PANLINER, DO NOT CUT.CONTINUE OVERPLATFORM 12" MIN.GROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERT. TO DRAINCERAMIC TILEPLATFORM FLOOR1'-0" MIN.3/4" OSBTILE SHOWER CURB DETAILCEMENT BOARDTILE FLOORWOOD SUBFLOORCERAMIC TILE W/BULLNOSED EDGEBATHROOMSHOWER(2) 2x4 SLEEPERS AT 8" O.C3/4" OSB10"30 MIL PVC MEMBRANE, SEALALL SEAMS, CORNERS & EDGESW/ 35 MIL POLYETHYLENEBACKED SYNTHETIC BUTYLRUBBER ADHESIVE MEMBRANE4" MIN. AT GRADE2" MIN. AT HARD SURFACE W/ NO FOOTERGRADEMORTAR SCRATCH COATEXTERIOR SHEATHINGCULTURED STONE VENEER2 LAYERS WRBWIRE LATHMORTAR SETTING BEDWEEP SCREED, EXTEND MIN. 1" BELOWTOP OF FND. WALL2 LAYERS W.R.B. LAPPEDOVER WEEP SCREEDFRAMING HGT OF BOX PIER PER PLANPER PLAN4"(2) USP B88 CLIPS W/(36" H. MOST COMMON W/ RAILING)FINISH WIDTH IS PER PLAN(6) 3/8" x 1" LAG SCREWSTOP RAIL OF RAILING1/2" OSB SHEATHINGINSTALL ICE/WATER SHEILDBEHIND B88 CLIPS2X6 BACKER AT MID POINTBOTTOM RAIL OF RAILINGINSTALL 2x6, CLIPPEDFOR FLAT CLG. FINISHGYP. BOARD,FINISH PER PLANFLOOR SYSTEMPER PLAN5 12"2x4 STUD WALLNON-BEARINGN/A1FLASHING DETAIL3"= 1'-0"2NAILER DET.1"= 1'-0"3FLUSH BEAM1"= 1'-0"4DROP'D. BEAM1"= 1'-0"5EAVE/RAKE1"= 1'-0"8STONE SILL DETAIL1" = 1'-0"1411M. FLR. WIN. HDR.1" = 1'-0"12UPPER FLR. WIN. HDR.1" = 1'-0"13TYP. STUD LAYOUT1" = 1'-0"15DOOR FRAMING1" = 1'-0"16WINDOW FRAMING1" = 1'-0"19RAIL DETAIL1" = 1'-0"201x2 NAILER @ WINDOW3" = 1'-0"21TRIM DETAIL3" = 1'-0"10PIER W/ RAILING DTL.3/4" = 1'-0"6SOFFIT DETAIL1"= 1'-0"7STONE CAP1"= 1'-0"18STAIR FRAMING DETAILS1/2" = 1'-0"22TYPICAL OVERHANG DETAIL1" = 1'-0"23FLOOR ABV. GARAGE INSUL. DETAIL1" = 1'-0"24SERENITY SHOWER OPTION DETAILS1 1/2" = 1'-0"9STONE VENEER DTL.3/4" = 1'-0"17UNDER FIN. STAIR DTL1" = 1'-0" 1/2" DRYWALL FIREPLACE FLUE FIREPLACE BOX 8 1/4"8 1/2"5 1/2"1 1/2"3/4"VERIFY DIST. TO COMBUSTIBLES w/ MANUFACTURER'S SPECIFICATIONS.24 24 3/4"3/4" 4 2 2 6 1x10 TRIMMED 2x4 1x4 3 1/2" 1/2"1x624 1'-0 1/2" 1'-8" 3'-6" R.O.1'-4"5'-11" ALLOW 16" SPACE FOR VENT DUCT FRAMED FRAMED1'-8"1'-10 1/2"FIN.1'-2 1/2"1'-2 1/2"8"MANTEL5'-2"SL-7 GAS FIREPLACE R.O. 42" W. x 38 1/4" H. x 16 1/4" D. 7 1/2" FRAMED912"2'-10 1/2"912"9'-0"7 1/2" FRAMED 91 2"3'-1" 2" APPLIED STONE VENEER 812"5'-11" FRAMED 91 2" 5'-6" MANTEL 1/2" REVEAL AT ALL SIDES OF F.P. 4'-8" FACE OF DRYWALL 2" STONE RETURN2" STONE RETURN 6'-0" FINISHED 4"3'-6" R.O. FRAME R.O. FOR F.P. BOX AT 8-7/8" ABOVE FLOOR TO FACE OF DRYWALL TO FACE OF DRYWALL TOP OF MANTEL EQ.EQ.8"8"8"8" CL EQ.EQ. CL CEILING RECEPTACLE TECH. TUBE2x10 BLOCKING BACKER 2x42x42x42x42x4GAS FIREPLACE BOX FRAMING PER PLAN 4'-1" R.O.1'-4"5'-11" FRAMED ALLOW 16" SPACE FOR VENT DUCT FRAMED1'-8"1'-10 1/2"STONE FINISH512" 5'-4" FINISHED 9'-0"2" APPLIED STONE VENEER 5'-0" TO FACE OF DRYWALL 2" STONE RETURN 2" STONE RETURN 5'-11" FRAMED 4'-11" MANTEL SHELF 5'-0" FRAMED2"FRAME R.O. FOR F.P. BOX, 2" ABOVE SUBFLOOR 1/2" REVEAL AT ALL SIDES OF F.P. COSMO 42" GAS FIREPLACE R.O. 49"W x 32 3 4"H x 17 3 4"D 614"1'-8"59"L.x8"D.x2 1/2"H. MANTEL SHELF 4'-5"2x4 FRAMING 2" APPLIED STONE VENEER 512"512"512" 5'-1" R.O. 5'-11" FRAMED7 1/4"6'-0" FINISHED 9'-0"5'-1" R.O.5" FRAMED 5" FRAMED1'-6"1'-7 3/4"R.O.5'-11" FRAMED 1/2" DRYWALL FINISH ALLUSION PLATINUM 60 ELECTRIC FIREPLACE 4'-6"T.O. OPT. MANTLE2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL FINISH 4'-11" OPTIONAL MANTLE SHELF OPTIONAL 59"L.x8"D.x2 1/2"H. MANTEL SHELF SEE SELECTIONS 1/2" DRYWALL FINISH BACK TO WALL 5'-1" R.O. 5'-11" FRAMED7 1/4"6'-2" FINISHED STONE 9'-0"5'-1" R.O.5" FRAMED 5" FRAMED1'-6"1'-7 3/4"R.O.1" APPLIED STONE VENEER 5'-11" FRAMED ALLUSION PLATINUM 60 ELECTRIC FIREPLACE 4'-6"T.O. OPT. MANTLE SH.5'-11" FRAMING 1" STONE VENEER 1/2" DRYWALL 2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL 1" STONE VENEER RETURN TO WALL 4'-11" OPTIONAL MANTLE SHELF OPTIONAL 59"L.x8"D.x2 1/2"H. MANTEL SHELF SEE SELECTIONS 1" STONE VENEER 1/2" DRYWALL 5'-1" R.O. 5'-11" FRAMED7 1/4"9'-0"5'-1" R.O.5" FRAMED 5" FRAMED1'-6"1'-7 3/4"R.O.1/2" DRYWALL 5'-11" FRAMED 8mm DEKTON FINISH ALLUSION PLATINUM 60 ELECTRIC FIREPLACE 4'-6"T.O. OPT. MANTLE2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL 8mm THICK DEKTON FINISH 8mm THICK DEKTON FINISH 5'-11" FRAMING 4'-6"DEKTON SEAM4'-11" OPTIONAL MANTLE SHELF OPTIONAL 59"L.x8"D.x2 1/2"H. MANTEL SHELF SEE SELECTIONS 8mm DEKTON 1/2" DRYWALL 8mm DEKTON 1/2" DRYWALL 5'-1" R.O.1'-7 3/4" R.O.CEILING RECEPTACLE TECH. TUBE2x10 BLOCKING BACKER 8"8"8"8" CL 6'-6"EQ.EQ. CL 1'-6"INSTALL OUTLET ON DED. CIRCUIT NEAR BOTTOM RIGHT OF FP UNIT 2x STUDS, SIZED PER FLOOR PLAN 3'-6".R.O.6'-0" FINIS H E D 1'-3"1'-3"5'-2"SL-7 GAS FIREPLACE R.O. 42" W. x 38 1/4" H. x 16 1/4" D. 7 1/2" FRAMED9 1/2"2'-10 1/2"9 1/2"7 1/2" FRAMED 91 2"3'-1" 2" APPLIED STONE VENEER8 1/2"5'-11" FRAMED 91 2" 5'-6" MANTEL 6'-0" FINISHED 1/2" REVEAL AT ALL SIDES OF F.P.9'-0"FRAME R.O. FOR F.P. BOX AT 8-7/8" ABOVE FLOOR TO FACE OF DRYWALL TO FACE OF DRYWALL VENT LOCATION PER PLAN 4'-3 1/4"45°TO FRAMING4'-1" FRAMING R.O.6'-0" FINIS HE D4'-3 1/4"5'-0"512"512"4" VENT LOCATION PER PLAN 45°5'-4" FINISHED 9'-0"2" APPLIED STONE VENEER 5'-0" TO FACE OF GYP. BD. 2" STONE RETURN 2" STONE RETURN 5'-11" FRAMED2"FRAME R.O. FOR F.P. BOX, 2" ABOVE SUBFLOOR 1/2" REVEAL AT ALL SIDES OF F.P. COSMO 42" GAS FIREPLACE R.O. 49"W x 32 3 4"H x 17 3 4"D 614"1'-8"59"L.x8"D.x2 1/2"H. MANTEL SHELF 4'-11" MANTEL SHELF 4'-5"TO FRAMINGPAGE DESCRIPTION:PAGE NO.: PLAN NO. FIREPLACE FIREPLACESFIREPLACES _1-10-2019ISSUE FOR CONSTRUCTION6-01-2024Q3 2024 PLAN REVISIONSREVISIONS 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 MNEK05 Lewis E/I (prev. 5006)Elevation DMNSheet 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:Chuck EOriginal Date:7/15/14Rev.ByDateJLH5-1-24CommentsAdd note for joist shift on Serenity BathArchitectural Drawings Prepared By:LennarStructural Drawings Prepared By:N/A7/15/14N/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 LEVEL NOTES Current Date:5/1/2024 File Name:Lewis D - Copy.jvl Level Name:1st Floor Building Code - Design Methodology:IBC 2018 Members with Design Overridden: TJ-Pro Rating (Weighted Average):Unable to Calculate Minimum Level TJ - Pro Rating & Joist:Unable to Calculate Maximum Level TJ - Pro Rating & Joist:Unable to Calculate FLOOR Floor Container:FC12 Use/Occupancy:ResidentialLivingAreas Floor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load Operator Added Additional Loads Floor Maximum Allowed Deflection L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average:Unable to Calculate Directly Applied Ceiling:Gypsum 1/2" Decking Attachment:Glue and Nail Decking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition:Yes Strapping at max 8' o.c.:None Blocking at max 8' o.c.:No Poured Flooring:No ADD - WALKOUT OPTION PlotID Length Product Plies Net Qty TSHd1-2 8' 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 4 ADD - LOOKOUT OPTION PlotID Length Product Plies Net Qty TSHd2-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 Start Framing Here ADD - FULL FOUNDATION PlotID Length Product Plies Net Qty Not Shown 40' 0" 1-1/2" x 11-7/8" 1.5E Timberstrand LSL 1 1 All Elevations Soil Pressure Blocking PlotID Length Product Plies Net Qty Soil pressure Blkg 98' 0" 11-7/8" TJI® 210 1 1 Framing Connector Summary PlotID Qty Manuf Product Backer Blks Filler Web Stiff H1 1 Simpson HU412 No No No H2 1 Simpson IUS1.81/11.88 No No No H3 9 Simpson LUS210 No No No Products PlotID Length Product Plies Net Qty FBk1 5' 4 3/8" 11 7/8" TJI 210 joist 1 1 TS1 38' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS2 24' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6 TS3 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 15 TS4 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS5 4' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS6-2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS7-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS8 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS9-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11 Accessories PlotID Length Product Plies Net Qty 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 39 CS CS CS CS CS CS CS CS CS B2 B2 A3 A3 A3 A3 A3 B1 TSHd2-2 TSHd2-2 TSHd2-2 TSHd2-2BBOHd1-2 TSHd1-2 TS7-2TS6-2 TS9-2 BBO1-3 TS4STCa1STCa1STCa1STCa1STCa1STCa1 STCa1 STCa1 STCa1 STCa1 SB10 SB11 TS5TS8 L21 L21 1 12" minimum spacing, typical Point Load Connector Spacing Nail Connection 2" 2" 10d (0.128" x 3") nails, typical. Stagger to prevent splitting. 2" spacing, typical 8"-10" There must be an equal number of nails on each side of the connection 1' 4" 1' 9 5/8" 1' 8" 1' 10"1' 9 1/16" 1' 5 3/8" 1' 4 1/4"H3H2 H1 1' 1 9/16" 1' 6 3/4" TSHd2-2 FBk1 14' 0" H31' 8 1/8" 1' 8 11/16" TS1 19.2" O.C. TS3 19.2" O.C. TS3 19.2" O.C. TS2 19.2" O.C. H3 H3 WALKOUT OPTION LOOKOUT OPTION3"3" 3"3"3" 3" 3" Install (4) 2x6 squash blocks under all point loads at front of house. For labeled Point Loads exceeding 10,000 lbs contact LENNAR for Framing Details. (12) 10d nail cluster. 6 nails on each side of beam. Pwdr Bath 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. 3" Opt Egress Wdw Int Brace Panel Above Guest Suite Option NO MATERIAL CHANGE FOR FULL HEIGHT STONE FIREPLACE OPTIONS FOR BOTH SIDE AND CORNER FIREPLACES.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:LennarStructural Drawings Prepared By:N/A7/15/14N/ALennar MNEK05 Lewis E/I (prev. 5006)Elevation DMNRev.ByDateJLH5-1-24CommentsAdd note for joist shift on Serenity BathDrawn By:Chuck EOriginal Date:7/15/14First 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. Start Framing Here LEVEL NOTES Current Date:5/1/2024 File Name:Lewis D - Copy.jvl Level Name:2nd Floor Building Code - Design Methodology:IBC 2018 Members with Design Overridden: TJ-Pro Rating (Weighted Average):44 Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 34, joist = F38'(i43199) Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 60, joist = F14'(i43172) FLOOR Floor Container:FC4 Use/Occupancy:ResidentialLivingAreas Floor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load Operator Added Additional Loads Maximum Allowed Deflection:L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average:44 Directly Applied Ceiling:Gypsum 1/2" Decking Attachment:Glue and Nail Decking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition:No Strapping at max 8' o.c.:None Blocking at max 8' o.c.:No Poured Flooring:No ADD - 3RD STALL GARAGE PlotID Length Product Plies Net Qty TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 Elev D - Second Floor Material PlotID Qty Manuf Product Backer Blks Filler Web Stiff H1 1 Simpson HHUS410 No No No H2 1 Simpson HUC48 No No No H3 1 Simpson HUS1.81/10 No No No H4 10 Simpson IUS2.06/11.88 No No No H5 1 Simpson MIU4.28/11 No No No H6 2 User HGUS5.25/10 Not Required No Required H7 13 User HU2.1/9 Not Required No Required H8 2 User HUC48 Not Required No Not Required H9 1 User HUS1.81/10 Not Required No Not Required Elev D - Second Floor Material PlotID Length Product Plies Net Qty F38' 38' 0" 11 7/8" TJI 210 joist 1 10 F24' 24' 0" 11 7/8" TJI 210 joist 1 3 F22'-2 22' 0" 11 7/8" TJI 210 joist 2 2 F22' 22' 0" 11 7/8" TJI 210 joist 1 3 F20' 20' 0" 11 7/8" TJI 210 joist 1 1 F18' 18' 0" 11 7/8" TJI 210 joist 1 11 F14' 14' 0" 11 7/8" TJI 210 joist 1 12 FBk1 11' 9 11/16" 11 7/8" TJI 210 joist 1 1 F8' 8' 0" 11 7/8" TJI 210 joist 1 1 M1-2 22' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 TS1-2 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2 TS3-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 TS4 20' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 TS5 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11 4' 0" 4' x 11 7/8", 3/4" Cantilever Reinforcement 1 2 2' 0" 2x6 + 3/8" sheathing Filler Blocks 1 1 9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 4 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 50 A3 A3 A3 A3 CS CS B1 B1 E1E2E1E2E1 CS B4B1 A3A3A3 M1-2 TSHd2-2 TSHd2-2 BBOHd3-2 TS1-2TS3-2 F20'F22'-2F8'STCa1STCa1STCa1STCa1 STCa1 STCa1 STCa1STCa1 BBO4 TS4 TSHd1-2 FBk1 BBOHd2-3 TSHd1-2BBO4L21 L21 1 12" minimum spacing, typical Point Load Connector Spacing Nail Connection 2" 2" 10d (0.128" x 3") nails, typical. Stagger to prevent splitting. 2" spacing, typical 8"-10" There must be an equal number of nails on each side of the connection STCa1H5 BBOBk1 TS5H8H2H8 BBO3BBO1 FBk1 TS2TS2CSCS 1' 3 7/16" 1' 8" 1' 10 1/8"1' 5 3/4" 1' 8 5/8" 6 13/16" 1' 9" 10 9/16"1' 8 5/8" 1' 11 1/2" 1' 1 7/16"1' 2 3/16" 1' 2 5/8" 1' 4" 1' 4" 1' 3 15/16" 1' 11 7/16" 1' 3" 11 9/16" 8 7/16" 1' 0 3/16" 1' 2 3/16" FBk1 14' 0" H1 H4H7H7H3H6H7H6BBOHd1-2BBOHd3-2H9F38' 19.2" O.C. F38' 19.2" O.C. F22' 16" O.C. F18' 19.2" O.C. F14' 16" O.C. F24' 19.2" O.C. F14' 12" O.C. H4 H4 H7H7 3"3" 3"3"3"3" No material change for garage expansion option. Attach Rim to Bottom Chord of Girder with (3) rows of 16d nails @ 6" o/c 3rd Stall Garage Option No material change for garage expansion option. (18) 10d nail cluster. 9 nails on each side of beam. Bearing Wall Above See joist to girder connection detail on this page. (2) 2x10 SYP/DF bottom chord - minimum Header designed to meet L/600 TL deflection for Stone. Int Brace Panel Below Serenity Bath Option Fur out under railing as needed.Owners Bath Hall Bath No material changes for elevation D3D. No EWP headers on additionals window for elevation D3P. On Serenity Bath Option: shift this joist 6-7/8" toward stairs. Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBO25 BBOHd1-2 TSHd1-2TSHd2-2 BBOHd3-2 BBOHd3-2 BBOHd3-2 BBOHd2-2BBO1BBO26' 0" 6' 0" BBO1BBO3BBOHd3-2BBOHd3-2BBOHd3-2BBOHd2-2BBOHd1-23"3" No EWP headers on additional windows for elevation D3P. 4th Stall Garage Option Add List PlotID Length Product Plies Net Qty M2-2 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 4th Stall Garage Option Remove List PlotID Length Product Plies Net Qty M1-2 22' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BBOHd2-3 TSHd1-2 M2-2 BBO5 BBO2BBO4 TSHd1-2 BBO3Attach Rim to Bottom Chord of Girder with (3) rows of 16d nails @ 6" o/c (2) 2x10 SYP/DF bottom chord - minimum Header designed to meet L/600 TL deflection for Stone. 4th Stall Garage Option GIRDER TRUSS BY OTHERS NOTES: TRUSS MANUFACTURER TO DESIGN FOR ANY TORSION LOADS AT BOTTOM CHORDS OF GIRDER TRUSSIF NEEDED. THE TORSION FORCE DEPENDS ON THE NUMBER OF GIRDER TRUSS PLIES AND VERTICAL LOADAPPLIED. 2ND FLOOR WALL SUPPORTING UNIFORM ROOF LOAD (2) PLY 2X10 SYP/DF BOTTOM CHORD, MINIMUM TJI JOIST SERIES 1178" MIN. DEPTH HANGER - SEE TABLE TJI SERIES SQUASH BLOCKS MAX. TJI REACTION 134" 1.55E TIMBERSTRAND LSL (BOTH SIDES OF JOIST) (CUT 116" TALLER THAN JOIST) 2x6 SQUASH BLOCK (BOTH SIDES OF JOIST) (CUT 116" TALLER THAN JOIST) 1,560 LBS 1,655 LBS 230 - 1,655 LBS 360 - 1,705 LBS HEAVY LOADS HANGER MAX. REACTION HGUS5.50/10 9,100 LBS SIMPSON STRONG-TIE HANGER MAX. REACTION THDH610 9,855 LBS THDH210-3 9,855 LBS THDH610 9,855 LBS USP 110 1178" MIN. 210 1178" MIN. 230 / 360 1178" MIN. 9,100 LBS 9,100 LBS HGUS5.25/10 HGUS5.50/10 2x6 SQUASH BLOCK (BOTH SIDES OF JOIST) (CUT 116" TALLER THAN JOIST) SQUASH BLOCKS (SEE TABLE FOR SIZE & TYPE)ATTACH W/ (3) 10d (0.128" x 3") NAILS INTO WEB &WEB STIFFENER. WEB STIFFENER SEE DETAIL GAP: 18" MINIMUM234" MAXIMUM (3) 8d (0.113" x 212") NAILS,CLINCHED WEB STIFFENER EACH SIDE SEE TABLE BELOW TIGHT FIT 1" 1" GIRDER TRUSS BY OTHERS HANGER - SEE TABLE SQUASH BLOCK - SEE TABLEATTACH W/ (3) 10d (0.128" x 3") NAILS INTO WEB & WEB STIFFENER. TJI JOIST SIDE VIEW GIRDER TRUSS BY OTHERS TOP VIEW TJI JOIST SQUASH BLOCK - SEE TABLE 5 1/2" WEB STIFFENER - SEE TABLE HANGER - SEE TABLE WEB STIFFENER 58" x 512" Wide 34" Net x 512" Wide 1" Net x 512" Wide 2 2 2 2 2 2 1 1 1 1 1 - MAXIMUM TJI REACTION FROM CURRENT LEVEL LOADS ONLY.2 - MAXIMUM LOAD / REACTION ON HANGER FROM CURRENT LEVEL & ALL LEVELS ABOVE. MAX HANGER REACTION FOR FLOOR & ROOF COMBINATION (115% SNOW LOAD DURATION) NAILING: SEE HANGER MANUFACTURE LITERATURE FOR TOP MOUNT MAX HANGER NAILING REQUIREMENTS.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:LennarStructural Drawings Prepared By:N/A7/15/14N/ALennar MNEK05 Lewis E/I (prev. 5006)Elevation DMNRev.ByDateJLH5-1-24CommentsAdd note for joist shift on Serenity BathDrawn By:Chuck EOriginal Date:7/15/14Second 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: 1/4" = 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. FOUNDATION DETAILAT FOOTING STEP LOCATIONS1S1DescriptionDateRevisionProject Number:Date:S11Sheets: of 2Print Name:Signed: License Number:Nick Hanson46665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.January 1, 20244.0011-1-242024 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2S1WALL SECTIONLOOKOUT WALL CONDITION3S1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4S1WALL SECTIONFULL HEIGHT WALL CONDITION5S1REBAR TABLE6S1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2024©DRAWING USE GUIDELINES AND LIMITATIONSTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE.THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.LIMITATIONS1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOPOF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT).2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT.3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED.5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS.6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURALENGINEERING DOCUMENTS.COLD WEATHER GUIDELINES:1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT WITH FROZEN MATERIALS.4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE.5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.MATERIALSCONCRETE WALLS: F'c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE.AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX.REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60TREATED SILL PLATE: SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING 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, 2024.6"MIN. CLEAR HEIGHT BACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETESTRIP FOOTING PER CODEOR BY BUILDING DESIGNER,AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN BELOW8" MIN. C.I.P. CONCRETEFOUNDATION WALL-SEEREBAR TABLE 6/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.5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.com.GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/0 COPYRIGHT HANSON GROUP LLC 2024©DescriptionDateRevisionJanuary 1, 2024Project Number:Date:4.001S22Sheets: of 2Print Name:Signed: License Number:Nick Hanson1-1-2446665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.CONNECTION INFOTOP OF WALL CONNECTION TOFLOOR SYSTEM1S2BRICK LEDGE INFO5S2WALL SECTIONAT WINDOW WELL LOCATIONS6S2STOOP INFO7S2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2S2BLOCKING DETAILFLOOR JOIST CONDITION3S2BLOCKING DETAILFLOOR TRUSS CONDITION4S2SITE ADDRESS:City:State:Zip:MNVENEER 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.5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.com.GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/0 FLIPPEDUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. GREAT ROOMDINING ROOMKITCHENPWDR.MUDRM.CLST.PANTRYFLEX ROOMFOYERMUDRM.CLST.PORCHGARAGE NONDROPPEDFLIPPEDBWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. OWNERS SUITEBATHLAUNDRYBEDROOM 4CLSTLOFTOWNERS BATHBEDROOM 3BEDROOM 2CLSTCLSTCLSTFLIPPED X X 199,000 2160 66,000 588 588 3918 NR 280 415 415 -173 170 85 7024 205th Street West Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X Not applicable, all ducts located in conditioned space 8 X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct X Not required per mech. code Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Balanced Ventilation capacity in cfms:Mech Room Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 85 High: Energy Recover Ventilator (ERV) Capacity in cfms:High: Location of duct or system: Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat Interior R5 + R10 Exterior Interior Interior New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.6/13/2024 Mailing Address of the Dwelling or Dwelling Unit City Lakeville7024 205th Street West Name of Residential Contractor MECHANICAL VENTILATION SYSTEM 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): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms:170 MN License Number Lennar BC001413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateResidential Load Calculation Heating Loss Heating Gain Cooling Load 52,565 26,869 33,055 14 Location of duct or system: Rating or Size Tankless Output in Tons:3 Efficiency SEER /EER Natural Gas Natural Gas Electric RU199iN ML14XC1-036A Fuel Type Manufacturer Lennox Rinnai Lennox Model ML193UH070XE36B Average U-Factor (excludes skylights and one door ) U: 0.31 Solar Heat Gain Coefficient (SHGC):0.29 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors 000000Builders 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 7024 205th Street West US Home LLC dba Lennar Jesse Schwarzrock 612-346-2648 Jesse.Schwarzrock@Lennar.com Residential Development 57174 Chad Johnson Stantec 651-325-6860 chad.johnson@stantec.com University of Minnesota 5/31/23 6/13/2024Kurt NiskaDigitally signed by Kurt Niska Date: 2024.06.13 15:40:48 -05'00' 6/27/24 X PM