Loading...
HomeMy WebLinkAboutLA219890 - 18184 Hounds Dr - Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND 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" 10'-3 1/4"T.O. FOUND.T.O. PLATE4" TRIM6" TRIM4" TRIM 4" TRIM4" TRIM4" CORNER BRD. CORNER BOARD CORNER BRD 4" TRIM4" TRIM TRIM 4" TRIMTRIM 4" TRIM4" TRIM 4" TRIM STONE FACE4" TRIM 4" TRIM 4" TRM CR BRD 4" CORNER BOARD6" TRIM6" TRIMTAPERED BOXCOLUMN 6" TRIM4" TRM 4" TRM 4" TRM 4" TRM 4" TRM 10" TRIM4" TRM6:124" TRIM4" TRIM4" TRIM4" TR IM 4" TR IM 4" TRIM4" TR IM 4" TRIM4" TR IM4" TRIM4" TR IM 4" TRIM4" TRIM 10" TRIMFYPON "BKT11x20 BRACKET-PAINTLAP SIDINGSHAKE SIDINGADDRESS LOCATION6:12STONE PIERSSIDING MATERIALS PER COMMUNITY SPECIFICATIONS. STYLE PERPLAN.ALUMINUM FASCIA & SOFFIT ON ALL SIDES OF HOME, INCLUDESPORCH CEILINGALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPEC'S. TRIMSIZED PER PLAN.PER PLAN AND COMMUNITY SPECIFICATIONS ONLY:WRAP ALL WINDOWS AT SIDES & REAR OF HOME W/ TRIMINSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL 6/A5 FORINSTRUCTIONS ON WRAPPING THE WINDOWSADDRESS NUMBERS TO BE 4" HIGH MINIMUM AND CONTRAST TOBACKGROUNDT.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. 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" 1'-11"1'-0"1'-11"1'-0"6:12 6:12 6:12 6:12 6:126:121'-0"1'-11"1'-11"1'-0"15'-6"1'-0" 1'-0"6:126:121'-11"1'-11" 1'-0"6:126:126:121'-11"6:126:121'-11"1'-11"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. SUBFL.T.O. PLATET.O. SUBFL.T.O. PLATE9'-1 1/8" 1'-0 5/8" 8'-1 1/8" 1'-0 5/8"4'-11 1/2"T.O. FOUND.T.O. PLATET.O. SUBFL.T.O. PLATET.O. SUBFL.T.O. PLATE9'-1 1/8" 1'-0 5/8" 8'-1 1/8"T.O. PLATE1'-0 5/8" 8'-1 1/2"T.O. SLABROOF 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 NOTESA1EH09 - ITASCA 'B3'LANDMARK SERIESGARAGE 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:A15ALOOKOUT ELEVATION1/8" = 1'- 0"SCALE:A15BWALKOUT ELEVATION1/8" = 1'- 0"FOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTESSECTIONS ELECTRICAL PLANSA6MAIN FLOOR PLAN & OPTIONSA2A3A5A1BRACED WALL DETAILSSTRUCTURAL DETAILSSTRUCTURAL DETAILSS1S2S3DETAILSA7BRACED WALL DETAILSS4UPPER FLOOR PLAN & OPTIONSA4STOOP:78 SQ. FT.GARAGE: 672 SQ. FT.BASEMENT UNFINISHED: 1,510 SQ. FT.MAIN FLOOR FINISHED: 1,510 SQ. FT.UPPER FLOOR FINISHED: 1,568 SQ. FT.TOTAL FINISHED: 3,078 SQ. FT.OPTIONAL BASEMENT FINISH: 806 / 1,271 SQ. FT.4-SEASON PORCH OPTION: 168 SQ. FT.F1FIREPLACE DETAILSL1LOWER LEVEL FINISH PLANS4-SEASON PORCH OPTIONA818184 Hounds Drive Caslano-1st Addition SHAKE SIDINGLP SHAKE SIDINGFACE APPLIED STONE VENEERLP HORIZONTAL LAP SIDINGHARDBOARD SIDING ON FRONT ELEVATION.FACE APPLIED STONE VENEERVINYL SIDING ON SIDE AND REAR ELEVATIONS.HORIZONTAL LAP SIDINGSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode10/23/2023jnuetzman CONC. OPNG. FOR 16'-0" GARAGE DOORSEE SHEET S4 FOR PORTAL WALL DETAILCONC. OPNG. FOR 8'-0" GAR DR2" LEDGE AT GARAGE WALL (TYP)SUMPH.B.PRIMARY LOCELEC. PANELRETURNW.H.P.V.W.S.R.I.FL DR5A52A53A54A52A53A54A55A5ALT. LOC ELEC. PANEL2x4 FLAT STUDFOUNDATION NOTE:8'-4" POURED WALLS8'-1 1/2" CLG. HGT.CLG. HGT. MAY VARYPER MECHANICAL ECT.ALL DASHED WALLS ARE FORCONCEPTUAL FUTURE BASEMENTLAYOUT BASEMENT IS UNFINISHED W/R.I. PLUMBING FOR 3/4 BATHNOTE:H.B.2'-11 1/2"8'-0 1/4"10'-5 3/4"5'-7 1/4"1'-1012"2'-11"3'-0 3/4"21'-2 1/4"7'-4 1/4"29'-0"49'-9"23'-10 1/2"22'-0"4'-0" 49'-10 1/2"4'-4" 8'-0"14'-8 1/2"18'-0"32'-0"50'-0"9'-9"8'-3"12'-0"20'-0"1'-1114"1'-1114"1'-214"2'-8 1/4"1'-9"11'-9"6'-1 1/2"14'-5 3/4"6'-0"2'-0" 8'-1 1/2"41'-9" 50'-0" 6'-1 1/2"9'-10 1/2" 20'-0" 4'-0" 8'-7 1/4"3'-7 3/4"3'-7 1/2" 6'-0" 2'-0"3'-10"4" LEDGE AT GARAGE COMMON WALL8"112"8"1 1/2"8"1 1/2"LINE OF WALL ABOVE (TYP.)LINE OF FOOTING BELOW (TYP.)1 1/2"1 1/2"1 1/2" 6" 1 1/2"2'-6"4"17'-10 1/2"112"1 1/2" 1 1/2" 1 1/2"UP 15 R3'-11 1/4"5'-0"1'-5"2'-6"81 2" 4'-0"2x66"FRAME FOR FUTUREHALF WALLINSTALL TEMPORARYCONSTRUCTION WALL6'-4 1/4"DROP FDTN. 8" AT GARAGE DOOROPTIONALWET BAR R.I.SEE SELECTIONSNOTE:HOLD T.O.EGRESS WELL8" BELOW T.O.FOUND. WALL5'-10"1'-6"2'-3"2'-3"2/8x3/8 CSMT8"6"16'-1 1/2"8'-1 1/2"8"8"6"10"11'-3 1/2"6"1 1/2"8"19'-9"1 1/2"BEAMPOCKET2'-2 3/4"1'-5 1/4"36"x36"x12" CONC. FTG. W/#5REBAR HELD 3" FROM B.O.FTG. & PLACED LESS THAN12" O.C. IN EACH DIRECTION36"x36"x12" CONC. FTG. W/#5 REBAR HELD 3" FROMB.O. FTG. & PLACED LESSTHAN 12" O.C. EA.DIRECTION12'-9 3/4"12'-10 1/2" AIR EXCHG.(3) 9 1/2" LSL (DR)-CONT.(2) 11 7/8" LSL-FL 24"x24"x8" CONC. FTG.5 1/4"x5 1/4" PSL POST &36"x36"x12" CONC. FTG. W/ #5REBAR HELD 3" FROM B.O.FTG. & PLACED LESS THAN 12"O.C. IN EACH DIRECTION5 1/2"(2) 2x1024"x24"x8"CONC. FTG.(3) 11 7/8" LVL (DR)-CONT.2x6 BEARING WALL2x6 TREATED PLATE20x8 CONC. FOOTINGS(TYP. UNLESS NOTED)BEARINGWALLS ABOVE36"x36"x12" CONC. FTG. W/ #5REBAR HELD 3" FROM B.O.FTG. & PLACED LESS THAN12" O.C. IN EACH DIRECTION5 1/2"11 7/8" LSL 11 7/8" LSL 4"6"POUR GARAGE SLAB FLUSH(3) 2x6(3) 2x6(3) 2x610'-0"10'-10 3/4"5 1/4"x5 1/4" PSL POST &36"x36"x12" CONC. FTG. W/ #5REBAR HELD 3" FROM B.O.FTG. & PLACED LESS THAN12" O.C. IN EACH DIRECTION(2) 2X10(2) 2x6FUT. REC ROOMFUT. BEDROOMBATH R.I.FUTURE STORAGEFUT. GAME ROOMMECHANICALUNEXCAVATEDFILL FOR SLABUNEXCAVATEDFILL FOR SLAB2'-6"1'-0"12" SLEEVEBEAM POCKET5'-1 1/2"11'-7"4'-9 1/4" (3) 11 7/8" LSL (FL)(1) 11 7/8"LSL-FLH.B.(2) 2x1049'-9"8'-11 1/2"11'-7 3/4"22'-1 1/4"7'-0 1/2"5/0x3/6 SL**NOTE**CANTILEVER PLATE 1 1/2" ATLOOKOUT WALLS1 1/2"1 1/2"1 1/2"1 1/2"5/0x3/6 SL5/0x3/6 SL(1) KING(1) KING**NOTE**2x8 WALLS AT LOOKOUTR-5 RIGID INSULATIONR-5 RIGID INSULATION(2) 9 1/2" LSL(2) 9 1/2" LSL(1) KING(1) TRIM(1) KING(1) TRIM(2) TRIM(2) TRIM(1) KING(2) TRIM(1) KING(2) TRIMOPEN(2) 9 1/2" LSL(1) KING(1) KING(1) KING(1) KINGH.B.(1) KING(1) KING49'-9"8'-11 1/2"11'-7 3/4"22'-1 1/4"7'-0 1/2"3/8x5/0 SH6/0x6/8 PATIO DR5/0x3/6 SL3/8x5/0 SH3/8x5/0 SH**NOTE**NO PLATE CANTILEVER ATWALKOUT WALLS1 1/2"1 1/2"1 1/2"1 1/2"R-5 RIGID INSULATIONR-5 RIGID INSULATION(2) 9 1/2" LSL(2) TRIM(2) TRIM(2) TRIM(4) 2x6(4) 2x6(2) TRIM(2) TRIM(2) TRIM(3) 2x10 (CONT)1. FULL BASEMENT FOUNDATION: NO ADDED DEPTH TO GARAGE FOUNDATION WALLS.2. LOOKOUT FOUNDATIONS: REAR GARAGE FOUNDATION WALL TO BE 8'-4" DEPTH (REAR ONLY).3. WALKOUT FOUNDATION: REAR GARAGE FOUNDATION WALL TO BE 8'-4" DEPTH. ALSO, RETURN 8'-4" FOUNDATION DEPTH TO 12' ALONG SIDE WALL OF GARAGE FOUNDATION.GARAGE FOUNDATION NOTE: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:A21FOUNDATION PLAN1/4" = 1'- 0"SCALE:A21ALOOKOUT FOUNDATION PLAN1/4" = 1'- 0"SCALE:A21BWALKOUT FOUNDATION PLAN1/4" = 1'- 0"SCALE:A24LOOKOUT DETAIL3/4" = 1'- 0"SCALE:A28NON-DROP'D GARAGE/COMMON WALL3/4" = 1'- 0"SCALE:A25WALKOUT DETAIL3/4" = 1'- 0"SCALE:A26BEARING WALL3/4" = 1'- 0"SCALE:A27DETAIL AT STOOP3/4" = 1'- 0"SCALE:A21FULL FOUND./REAR WALL DTL.3/4" = 1'- 0"SCALE:A22FULL FOUND./SIDE WALL DTL.3/4" = 1'- 0"SCALE:A23EGRESS WELL DETAIL3/4" = 1'- 0"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 3/8x6/0 SH3/8x6/0 SH2868UP 16 RSOFFIT DOWN TO 8'SOFFIT DOWN TO 8'SOFFIT DOWN TO 8'DN 15 R3/0 DOOR W/ 14"SIDELITE3/0x6/0-2 SHDW2/0x3/8-2 CSMTT.O. R.O. @ 7'-6"OPEN3/0x6/0-2 SH 6/0x6/8 PATIO DRCANT. ABOVE2x6 WALL2x6 WALL FLRBRK5/0x8/0 SRO50'-0"38'-4 1/4"11'-4 1/4"9'-1"11'-7 3/4"10'-1"7'-6 1/2"5'-5 1/4"5'-11"15'-6 1/2"24'-0"22'-0" 4'-0"46'-0" 11'-0"50'-0"42'-0"8'-0" 14'-5 1/4"12'-9 3/4"12'-6 1/2" 19'-10 1/2"22'-1 1/2" 6'-0"2'-0" 6'-0"14'-0" 4'-0"2'-6"20'-0"2"2'-0"2"2'-0"CONC. INSET STEP7" R/12" TR/42" W9'-9"8'-3"12'-0"20'-0"18'-0"32'-0"1'-1114"1'-1114"1'-214"2'-8 1/4"1'-9"6'-0"6'-0"2'-9"3'-3"12'-0"6'-0"3 1/2"x7 1/4" LSL (DR) 3.5"x7.25" (DR) 3.5"x7.25" (DR) 4'-0" 6'-0" 2'-0" 3'-10 3/4"3'-7 1/2"10"29'-6"FLOOR ABOVE22x30 SKTL. ATTIC ENTIRE GARAGESHEETROCK & FIRETAPENOTE:NOTE:3'-0 1/2"7'-8"10"6'-1"4'-2"5'-7 1/4"10"3/8x6/0 SH3'-6" 45^ 14'-5 1/4"22x30SKTL.ATTICTRUSSESR & S2668 7'-4 1/4"24"x24"x30" STONE PIER W/TAPERED BOX COLUMN ABV.WINDOW FALL PROTECTIONFLR BRK (2) 2068 10 LITE DRS 16'x8' O.H. GARAGE DOOR8'x8' O.H. GARAGE DOOR2868OPTIONAL GAS FP 7'-2 1/2"5 1/2"5 1/2"10"5 1/2"16'-1 1/2"8'-1 1/2"512"5 1/2"5 1/2"5 1/2"5 1/2"3'-11 1/4"5'-10"11'-6 1/2"5 1/2"SEE F1 FOR FIREPLACE ELEVATION FLOOR BREAK PER SPEC LEVEL FLOOR BREAK PER SPEC LEVEL 6'-6 1/2" TO VENTSEE DETAIL 23/A7 FORGARAGE TUCKUNDER DETAIL3/0x6/0-2 SHWOODSTEPSRAIL SH34605068 BI-PASSR&S2'-1"TB6'-10 1/4"3'-9"6"6'-6"3'-5"5'-0"5'-7 1/4"5'-7"26682A53A54A55A55A52A53A54A550'-0" 5 1/2" 3/2x8/0 SRO26682 0 M I N . D R . 2x6 (2) 2x103'-3"11'-6 3/4"2668TP36"REFR9'-3"3/0x8/0 SROFLR BRK26682x6 WALL2x6 WALL5 1/2"SEE S4SEE S4SEE S4(2) 9 1/2" LSL(2) 9 1/2" LSL (DR)(2) 11 7/8" LSL (DR)(2) 9 1/2" LSL(3) 1 3/4"x20" LVL (TOP FLUSH)2-PLY BOX GIRDER2-PLY GIRDER TRUSSTRUSSES 11 7/8" I-JOISTS 11 7/8" I-JOISTSTRUSSES 11 7/8" I-JOISTS (2) 1 1/2"x11 7/8" LSL(2) 11 7/8" LSL-FL(3) 2x10 (DR)(2) 2x10-DR FLAT (2) 2x10 (DR)(4) 2x6(4) 2x6(1) KING(1) KING(1) KING(2) TRIM(1) KING(2) TRIM(1) KING(1) KING(1) TRIM(2) 2x6 (2) 2x10(1) KING(1) TRIM(1) KING(1) TRIM(1) KING (1) TRIM (1) KING (1) TRIM (1) TRIM(1) TRIM5 1/4"x5 1/4" PSL POST(1) 2x6 (3) 2x6 (3) 2x6 FLAT (3) 2x6 (1) KING(1) KING(4) 2x6(2) 2x6 (2) 2x6SEE SHEET S4 FOR PORTAL WALL DETAIL(3) 11 7/8" LSL (FL)(3) 2x6(2) 2x10(2) 2x10-CONTINUOUS(2) 2x10(2) 2x10 FLAT (3) 2x6 (2) 2x4(2) 2x4(2) 2x4(2) 2x4(2) 2x6(3) 2x10(1) KING(1) TRIM(1) KING(1) TRIM(2) KING(2) KING(2) TRIM(2) TRIM(2) TRIM(1) TRIM(2) TRIMCLRAILING ON2x6 WALL4'-11"R&SR&S 5'-0"(4) 16" SHELVES(4) 16"SHELVES10" O.H.10" O.H.3'-3"34 1/2" H. 2x4 WALL TOEXTEND 1" PAST FACEOF CABINETGREAT ROOMDINETTEGUEST SUITE3/4BATHMUDROOMCLST.PANTRYHALLDININGSTUDYFOYEROPEN TO ABOVEPORCHCONCRETEGARAGECONC. FLOORKITCHEN3'-6"5'-9"4'-7" 2'-2 3/4"GENERAL NOTES:·MAIN FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. MAIN FLOOR WINDOWS TO BE FRAMED AT 8'-0" (U.N.O.)·UPPER FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·UPPER FLOOR WINDOWS TO BE FRAMED AT 6'-11 3/8" (U.N.O.)·SEE DETAILS SHEET, DETAIL #'s 11 & 12 FOR TYPICAL WINDOW FRAMING·ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING AND BEARINGWALLS PER PLAN (U.N.O.) ALL INTERIOR WALLS TO BE FRAMED @ 16" O.C. MAINFLOOR BEARING WALLS SHALL BE FRAMED W/ STUDS ALIGNING WITH I-JOISTSABOVE. REFER TO I-JOIST LAYOUTS·WINDOW AND DOOR HEADERS TO BE (2) 2x10 (U.N.O.)·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHTPER PLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")· INDICATES A LOAD BEARING POINT, IF NOT SHOWN ON PLAN MINIMUM BEARINGOF (2) 2x4 IS REQUIRED AT END OF ALL HEADERS.· INDICATES NUMBER OF TRIM JACKS & KING STUDS AT WINDOW HEADERS,UNLESS A 2 STORY WALL SITUATION IS PRESENT·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THESPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATEELECTRIC OR GAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUNDMATERIALS·REFER TO SPECIFICATION INFORMATION FOR ALL KITCHEN & BATH CABINETFEATURES WHERE AVAILABLE PER CABINET SUPPLIER·ALL CLOSETS, PANTRYS, & LINENS TO RECEIVE WIRE SHELVING, (U.N.O.)·BLOCK SLIDING GLASS PATIO DR TO PREVENT OPENING LESS THAN 4" WHEN GRADETO FINISHED FLOOR HEIGHT IS GREATER THAN 30".·ALL WASHERS ON LEFT SIDE & ALL DRYERS ON RIGHT SIDE·WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE W/ R312.2·AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICALOUTLET IS CENTERED ON VANITY.(1) KING(2) TRIMDWGGAS6'-6 1/2" TO VENTREFR2x6 2668 OVEN3/2x8/0 SRO U.C.L.U.C.L.U.C.L.U.C.L.FILLER2668CL SSSSS LLLLLLLS3S3S3 CMSDSDS3 ELEC. R.I. TO JUNCTIONBOX FOR FUTURE OUTLETINSIDE CABINETS4S3STCHSA3SCALE:A31MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A32GOURMET KITCHEN OPTION1/4" = 1'- 0"BWPsAbovePFHPFH555FOYER FRONT 18'-278"± TALL WOOD WALL TO TO BE CONSTRUCTEDAS FOLLOWS:·2x6 LSL @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING(BALLOON FRAMED)·PROVIDE (1) 2x6 SPF BRG STUD & (2) 2x6 LSL/LVL FULL HEIGHTKING STUDS FOR ENTRY DOOR OPENING·PROVIDE (1) 2x6 SPF BRG STUD & (1) 2x6 SPF KING STUD FRAMEDON ENTRY DOOR HEADER TOP PLATE FOR EACH UPPER LEVELWINDOW·PROVIDE (1) 2x6 LSL/LVL BRG STUD & (2) 2x6 LSL/LVL FULL HEIGHTKING STUDS FOR INTERIOR 4'-0" DOOR OPENING·PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS NOT TOEXCEED 10-FT ALONG HEIGHT OF WALL·INFILL FRAMING LESS THAN 16-FT MAY SPF 2x6 @ 16" O.C.·WALL TOP & BOTTOM PLATES MAY BE SPF MATERIAL-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). DN 16 R3/0x5/0-3 SH2/0x2/0-2 FIXED/TEMPERED72" VANITYR&SR&S26683/0x5/0-2 SH3/8x5/0 SH 3/8x5/0 SH14'-11 1/2"50'-0"7'-8 1/2"13'-7 1/2"14'-11 3/4"9'-9 3/4" 1'-0" CANT 26'-0"14'-6" 41'-6" 18'-10 1/2"7'-1 1/2"50'-0"11'-6 1/2"6'-0"12'-11"19'-6 1/2"3'-2 1/2"2'-9 1/2"6'-5 1/2"6'-5 1/2"30'-0"9'-0"2'-6" 41'-6" 5'-1"11'-7"11'-10" 2'-10"18'-11 1/2"8'-2 1/2" 11'-2 1/2"5'-9"5'-0"10'-0 3/4"2A53A54A55A536" H WALL W/ WD. CAP2/0x2/0FIXED42" HIGH 2x4 WALL W/ WOOD CAP2/0x2/0-3FIXED5'-6 1/2"6'-0"1'-0" CANT WINDOW FALLPROTECTIONWINDOW FALL PROTECTIONWINDOW FALLPROTECTIONWINDOW FALL PROTECTION TP5 1/2"5 1/2" 5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"2'-0" 60" VANITY P.A.206822x30SKTL.ATTICTB3/8x5/0 SH WINDOW FALL PROTECTION 24682468R&SR&S R&S R&SR&SSH34606'-9"5 1/2"10'-6"5'-11 1/2"2x6 28'-0"22'-0"42" HIGH 2x6 WALLW/ WOOD CAP2x6 3'-6 1/4"1'-10"6'-0 3/4"2'-5" R&S 7'-7 1/4"5 1/2"5 1/2"3'-10 3/4"5'-11" 12'-1 1/4"2/4x7/0SRO6'-4 1/2"3'-3"6'-3 1/4"2'-0"1'-10"LINEN(4) SH.14'-6"OPTIONAL 8'-8" CLG.BOX VAULTSEE WORK ORDERLINEN(4) SH.LINEN (4) SHELVES 4'-7"12'-5 1/2"2668266826682868FLR BRK2668FLR BRK26682668TP1'-4"2'-0"59X32 FREESTANDING 2'-0"1'-5"5A52A53A54A51'-9"26686'-7 1/4"5'-1 1/2"5 1/2"5'-1"6'-6 3/4"5'-3"10'-11 1/2"8'-1 1/4"4'-8 1/2"3'-11 1/4"5'-10"42" HIGH 2x4 WALLW/ WOOD CAP(2) 9 1/2" LSLTRUSSES TRUSSES1 TR/1 K EACH SIDE(2) 2x102-PLY GIRDER TRUSS1 TR/1 K EACH SIDE (1) KING(1) TRIM(1) KING(1) TRIM(1) KING(1) KING (1) TRIM(1) TRIM (1) KING(2) TRIM(1) KING(2) TRIM(1) KING(1) TRIM(1) KING(1) TRIMTRUSSESTOP PLATES (3) 2x6 THRU TOP PLATES (3) 2x6 THRU(1) KING(1) TRIM(1) KING(1) TRIM(1) KING (1) TRIM (1) KING (1) TRIM BEDROOM 3BEDROOM 4LOFTCLST.CLST.3/4BATHOWNERS SUITECLST.CLST.OWNERS BATHBEDROOM 2OPEN TOBELOW14'-4 1/2"9'-6 1/2"WIRE SHELF @ 64" A.F.F.3'-7"3'-2"OPT. LAUNDRY SINK 1'-10"3'-7"32x60 W/SH1112"2'-10"3'-8 3/4" 8'-11 3/4"LAUNDRY3/0x5/0 SH(2)2x104'-9"TB5'-0"FLR BRK16683'-4"2668FLR BRK 2'-5"2668POCKET DOORGENERAL NOTES:·MAIN FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. MAIN FLOOR WINDOWS TO BE FRAMED AT 8'-0" (U.N.O.)·UPPER FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·UPPER FLOOR WINDOWS TO BE FRAMED AT 6'-11 3/8" (U.N.O.)·SEE DETAILS SHEET, DETAIL #'s 11 & 12 FOR TYPICAL WINDOW FRAMING·ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING AND BEARINGWALLS PER PLAN (U.N.O.) ALL INTERIOR WALLS TO BE FRAMED @ 16" O.C. MAINFLOOR BEARING WALLS SHALL BE FRAMED W/ STUDS ALIGNING WITH I-JOISTSABOVE. REFER TO I-JOIST LAYOUTS·WINDOW AND DOOR HEADERS TO BE (2) 2x10 (U.N.O.)·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHTPER PLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")· INDICATES A LOAD BEARING POINT, IF NOT SHOWN ON PLAN MINIMUM BEARINGOF (2) 2x4 IS REQUIRED AT END OF ALL HEADERS.· INDICATES NUMBER OF TRIM JACKS & KING STUDS AT WINDOW HEADERS,UNLESS A 2 STORY WALL SITUATION IS PRESENT·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THESPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATEELECTRIC OR GAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUNDMATERIALS·REFER TO SPECIFICATION INFORMATION FOR ALL KITCHEN & BATH CABINETFEATURES WHERE AVAILABLE PER CABINET SUPPLIER·ALL CLOSETS, PANTRYS, & LINENS TO RECEIVE WIRE SHELVING, (U.N.O.)·BLOCK SLIDING GLASS PATIO DR TO PREVENT OPENING LESS THAN 4" WHEN GRADETO FINISHED FLOOR HEIGHT IS GREATER THAN 30".·ALL WASHERS ON LEFT SIDE & ALL DRYERS ON RIGHT SIDE·WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE W/ R312.2·AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICALOUTLET IS CENTERED ON VANITY.(1) KING(2) TRIM2/0x2/0-2 FIXED/TEMPERED72" VANITYR&SR&S26689'-9 3/4" 7'-1 1/2"4'-7"5'-6"5'-11"GFIPGFIPTPFLR BRK2'-11 1/2"R&S 7'-7 1/4"3'-3"6'-3 1/4"5 1/2"5 1/2"TB8"10"1'-212"2'-5"4" RAISEDPLATFORMGLASS PANEL4" FROM CLG ON42" H. CAP WALL1'-4"SEATDUALHEADS14" CLEARINSERT SOAP DISHDUALVALVESCERAMIC TILEBASE/WALLS24684'-4 1/2"2'-0"59X32 FREESTANDINGOWNERS BATHCLST.LLS SSSLSSSLLTB5'-0"FLR BRK2668POCKET DOORA4SCALE:A41UPPER FLOOR PLAN1/4" = 1'- 0"SCALE:A42SERENITY 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. GRADEWINDOW FALL PROTECTIONALL WINDOWS, WITH SILLSBELOW 36" A.F.F.TO RECEIVE FALL PROTECTION,WINDOW FALL PROTECTIONALL WINDOWS WITH SILLSBELOW 36" A.F.F. AND 72"AT REAR WALL (LOOKOUT /WALKOUT)TO RECEIVE FALL PROTECTION,ABOVE YARD GRADEPER R312.2.1PER R312.2.1NOTE: 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 SYSTEM30'-0"REFER TO ROOF PLAN FORROOF PITCH AND OVERHANGS11 7/8" I JOISTST.O. SUBFL.T.O. HEADER9'-1 1/8"11 7/8" LSLT.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"MIN. CODEDEPTH FDN. @STOOPS, DEPTHMAY VARY PERCITY OR SITECONDITIONS13'-0"5'-10"2'-6"12"18'-10"BASEMENTGREAT ROOMBEDROOM 3MECHANICALSTUDYDININGCLSTLOFTWINDWASH UP TOTOP CHORD OF ROOFTRUSS30'-0"REFER TO ROOF PLAN FORROOF PITCH AND OVERHANGS11 7/8" I JOISTST.O. SUBFL.T.O. HEADER9'-1 1/8"11 7/8" LSL9'-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"MIN. CODE DEPTHFDN. @ STOOPS,DEPTH MAY VARYPER CITY OR SITECONDITIONS12"11'-10"2'-6"BASEMENTHALLFOYERDINETTEBEDROOM 430'-0"REFER TO ROOF PLAN FORROOF PITCH AND OVERHANGS11 7/8" I JOISTST.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'-6"3'-6"20'-0"T.O. FOUND.10'-3 1/4"T.O. PLATE11 7/8" LSLGARAGEBEDROOM 2KITCHENCLST3/4 BATHBASEMENTHOUSE 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 CORNERS3456789SEAMSREFER TO ROOF PLAN FORROOF PITCH AND OVERHANGS11 7/8" I JOISTST.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"RAISED HEEL26'-0"20'-0"2'-0"12"17'-0"2'-0"22'-0"T.O. FOUND.10'-3 1/4"T.O. PLATE11 7/8" LSLBOX VAULT OPTIONSEE CHANGE ORDER1'-10 1/2"8"1'-10 1/2"2x8 SPF CONT.GARAGEOWNERS BATHOWNERS SUITEMUDRMHALLGUEST SUITEBASEMENTA5LENNAR WILL BE INSTALLING A "PASSIVE RADON READY" SYSTEM.ALL BASEMENT SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY 6 MIL POLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURESWILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USING POLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMPBASKETS WILL HAVE SEALED LIDS.LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THE DRAIN TILE SYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILLUSE THE SHORTEST ROUTE TO EXIT THE ROOF SYSTEM, WITH A MAX. OF (2) 90 DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILL BEINSULATED 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 LOCATIONOF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANY OBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. LENNAR WILL INSTALL AN OUTLET ANDPULL CHORD LIGHT FOR FUTURE EXHAUST FAN ADDITION.RADON NOTE:SCALE:A52SECTION3/16" = 1'- 0"SCALE:A53SECTION3/16" = 1'- 0"SCALE:A55SECTION3/16" = 1'- 0"SCALE:A54SECTION3/16" = 1'- 0"SCALE:A56HOUSE WRAP DETAIL @ WINDOWN.T.S. SCALE:A51HOUSE WRAP DETAIL @ WINDOW3/8"=1'-0" UP TO FIX. DN TO FIXTURE GFIP (WP) CLG. MNT. FOR G.D.O. CLG. MNT. FOR G.D.O. DW GAS GFIP (WP)22x30SKTL.ATTIC22x30 SKTL. ATTIC GFIP NOTE: 20 AMP DEDICATED CIRCUIT FOR (3) OUTLETS AT GARAGE GFIP GFIP OPTIONALGAS FPOUTLET LOCATIONS WITHCENTER FP OPTION3'-6"5'-0"SEE F1 FOR FIREPLACE ELEVATIONREFR GFIP UP TO FIX. G MM MM L L L L S SL L L L L LL L SD S LS SS S4S3S S3CM SD S3S3S3L SS L L SS3 SS3 L EVC SD S4S4 S3 L S4S3SSL L S MM ELEC. R.I. TO JUNCTION BOX FOR FUTURE OUTLET INSIDE CABINET ST CHS GREAT ROOM DINETTE GUEST SUITE 3/4 BATH MUDROOMCLST.PANTRY HALL DINING STUDY FOYER OPEN TO ABOVE PORCH CONCRETE GARAGE CONC. FLOOR KITCHEN W/ LIGHT R.I. FAN DN TO SWITCH DN TO SWITCH 22x30 SKTL. ATTIC GFIP GFIP OPTIONAL 8'-8" CLG. BOX VAULT SEE WORK ORDER GFIP GFIP BEDROOM 3 BEDROOM 4 LOFT CLST.CLST. 3/4 BATH OWNERS SUITE CLST. CLST. OWNERS BATH BEDROOM 2 OPEN TO BELOW L L S SS SD L SS S SSDCM MM SSSD SSS S S L L L S4 L SL L L S4S3S3L SD CM L S4 L S SD S MM L LL L WASHERDRYERGASLAUNDRY L L SDS GFIP (WP) OPEN H.B. S H.B. PRIMARY LOC ELEC. PANEL FURN CLG. MT.ALT. LOCELEC. PANELFOUNDATION NOTE: 8'-4" POURED WALLS 8'-1 1/2" CLG. HGT. CLG. HGT. MAY VARY PER MECHANICAL ECT. H.B. UP TOSWITCH GFIP OUTLET REQUIRED W/I 8' OF WATER MAIN AIREXCHG.FUT. REC ROOM FUT. BEDROOM BATH R.I. FUTURE STORAGE FUT. GAME ROOM MECHANICAL UNEXCAVATED FILL FOR SLAB L SD S3SS DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLOURESCENT LIGHT FIXTURE EXHAUST FAN CHIMES SMOKE DETECTOR THERMOSTAT ELECTRIC PANEL PC WP ELECTRICAL KEY DUPLEX OUTLET (GROUND FAULT PROTECTED)GFIP RECESSED INCANDESCENT EYE BALL FIXTURE CARBON MONOXIDE DETECTOR ELECTRIC VEHICLE CHARGER ROUGH-IN (OPTIONAL) LED FIXTUREL MULTI-MEDIA JACK EVC MM T CM SD CH PLUGMOLD PM 3 4 AND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS 1. THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBING SUCH AS JOISTS, TRUSSES AND STUDS. GENERAL NOTES ELECTRICAL AND/OR GAS HOOK-UP REQUIREMENTS, THIS INCLUDES 2. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCE BUT IS NOT LIMITED TO WASHER, DRYER, RANGE/COOKTOP, MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE), DISHWASHER AND REFRIGERATOR. 5. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: REQUIREMENTS OF ALL GOVERNING CODES. AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE 4. 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 DETECTORS A6 NOTE: SEE FLOOR PLAN SHEETS & PANEL FOR OPTIONS SCALE:A6 2 UPPER FLOOR ELECTRICAL PLAN 1/4" = 1'- 0" SCALE:A6 1 MAIN FLOOR ELECTRICAL PLAN 1/4" = 1'- 0" SCALE:A6 3A WALKOUT FOUNDATION ELECTRICAL PLAN 1/4" = 1'- 0"SCALE:A6 3 FOUNDATION ELECTRICAL PLAN 3/16" = 1'- 0" 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 SILL36"24"4"30 1/2"(2) USP B88 CLIPS W/FRAMING HEIGHT FOR BOX PIERFINISH WIDTH IS PER PLAN(6) 3/8" x 1" LAG SCREWSTOP RAIL OF RAILING1/2" OSB SHEATHINGINSTALL ICE/WATER SHEILDBEHIND B88 CLIPS2X6 BACKER AT MID POINTBOTTOM RAIL OF RAILING24" IS MOST TYPICAL WIDTHPER PLAN W/ 36" MOST TYPICAL2'-0"2x6 SPF MIN. ICE BARRIERVERT. TO ROOFW/ R19 BATT INS.2x6 STUD WALLON 4 MIL POLY1/2" GYPSUM BD.SOFFITSIDING PER PLANSHINGLES, 15# FELT, 48# BASESHEATHINGTRUSS BOT. CHORD5/8" GYPSUM BD.INSULATION BAFFLES (48" L.)ENG'D TRUSSES AT 24" O.C.R-44 INSULATIONDBL. TOP PLATEON 4 MIL POLYROOF VENTS AS REQUIREDSHEATHINGICE BARRIER6"MIN.HEEL HGT.ICE BARRIER TO END THIS POINTNOTE: ICE AND WATER SHIELD TO RUNENTIRE LENGTH OF ALL VALLEYS2 ROWS OF 24" TO INSURECOVERAGE PAST PLATE LINEEXTEND SHEATHING1 1/4" PAST END OF TRUSSFOR 6/12 PITCH ROOF.REDUCE OVERLAP PERSTEEPER PITCH TRUSSES.OVERLAP W/ FASCIAICE / WATER SHIELD5/8" FIRE-RATEDGYP. BOARDEXTERIORSHEATHINGWRB CONT. ONVERTICAL &HORIZONTALPLANES ATTUCKUNDER,TAPE ALL SEAMSR-20 SPRAYFOAM AT RIM6" DIA. R-4.2 INSULATEDFLEX-DUCT, HELD TIGHTTO FLOOR ABV.TYP. EXTERIORWALL: 2x6 STUDFRAMING W/ R-21BATT. INSULATIONTHERMOPANR-19 MIN. SPRAYFOAM INSUL.PER TABLE R402.1.1WRB CONTINUOUS ONVERTICAL AND HORIZONTALPLANES AT TUCKUNDER,TAPE ALL SEAMSTUCKUNDER FLOOR CAVITIESW/O HVAC BLOWN FULL W/ 11-7/8"FIBERGLASS L-77 INSULATIONI-JOIST FLRSYSTEMGARAGEHOUSEHOUSEELASTOMERICCAULK ATCORNER(BY INSULATORS)10"30 MIL PVC MEMBRANE, SEALALL SEAMS, CORNERS & EDGESW/ 35 MIL POLYETHYLENEBACKED SYNTHETIC BUTYLRUBBER ADHESIVE MEMBRANE4" MIN. AT GRADE2" MIN. AT HARD SURFACE W/ NO FOOTERGRADEMORTAR SCRATCH COATEXTERIOR SHEATHINGCULTURED STONE VENEER2 LAYERS WRBWIRE LATHMORTAR SETTING BEDWEEP SCREED, EXTEND MIN. 1" BELOWTOP OF FND. WALL2 LAYERS W.R.B. LAPPEDOVER WEEP SCREEDINSTALL 2x6, CLIPPEDFOR FLAT CLG. FINISHGYP. BOARD,FINISH PER PLANFLOOR SYSTEMPER PLAN5 12"2x4 STUD WALL8" MIN.PVC SHOWER PAN LINER, DONOT CUT. EXTEND UP WALL 8"MIN.CEMENT BOARD, OVER LINERCERAMIC TILEWOOD SUBFLOORGROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERT. TO DRAIN2-PIECE SHOWER DRAINSYSTEMTILE SHOWER WALLAND DRAIN DETAILTILE SHOWERCERAMIC TILE W/ BULLNOSEDEDGE AT LIPCEMENT BOARD, OVER LINERWOOD SUBFLOOR(2) 2x4 SLEEPERSAT 8" O.CPVC SHOWER PAN LINER, DONOT CUT. CONTINUE OVERPLATFORM 12" MIN.GROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERT. TO DRAINCERAMIC TILEPLATFORM FLOOR1'-0" MIN.PLATFORM DETAILTILE SHOWERCEMENT BOARD OVER (2) 2X4SLEEPERS AT 8" O.C.TILE FLOORWOOD SUBFLOOR(2) 2x4 CURBCERAMIC TILE W/BULLNOSED EDGEOWNER'S BATHROOMSERENITY SHOWERCURB DETAILNON-BEARING1FLASHING DETAIL3"= 1'-0"2NAILER DETAIL1"= 1'-0"15DOOR FRAMING1"= 1'-0"N/A3FLUSH BEAM1"= 1'-0"4DROPPED BEAM1"= 1'-0"5EAVE/RAKE1"= 1'-0"6SOFFIT DETAIL1"= 1'-0"7STONE CAP DTL.1"= 1'-0"8STONE SILL1"= 1'-0"11M. FLR. WDW. HDR.1"= 1'-0"12UPR. FLR. WDW. HDR.1"= 1'-0"13TYP. STUD LAYOUT1"= 1'-0"10PIER/RAILING DETAIL3/4"= 1'-0"16WDW. FRAMING1"= 1'-0"18STAIR FRAMING DETAILS1/2"= 1'-0"19RAIL DTL.1"= 1'-0"201X2 NAILER AT WDW.3"= 1'-0"21TRIM DETAIL3"= 1'-0"22TYP. OVERHANG1"= 1'-0"23GARAGE TUCKUNDER DETAIL1"= 1'-0"9STONE VENEER3/4"= 1'-0"1417UNDER FIN. STAIR DTL.1"= 1'-0"24SERENITY SHOWER OPTION DETAILS1 1/2" = 1'-0" Weyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.LENNAR MNEH09 ITASCA A / BMNSheet 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:JUSTIN HILTNEROriginal Date:10/5/2022Rev.3ByDateJLH8-16-23CommentsPrototype Walk RevisionsArchitectural Drawings Prepared By:LENNARStructural Drawings Prepared By:N/ASept 2022N/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 Start Layout 19.2" o.c. ADD - WALKOUT HEADERS 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 2 ADD - LOOKOUT HEADERS PlotID Length Product Plies Net Qty TSHd2-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 All Elevations Soil Pressure Blocking PlotID Length Product Plies Net Qty Soil Pressure Blkg 110' 0" 11-7/8" TJI® 210 1 1 First Floor Material List PlotID Length Product Plies Net Qty FBk1 6' 3 9/16" 11 7/8" TJI 210 joist 1 1 PPt1 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1 PPt2 8' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 TS1 42' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS2 38' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3 TS4 24' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14 TS5 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS6 6' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 2 TS7-3 24' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS11-3 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS10-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS12-3 20' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 13 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 45 ELEVATION A-E FULL FOUNDATION - ADD PlotID Length Product Plies Net Qty Not Shown 50' 0" 1-1/2" x 11-7/8" 1.5E Timberstrand LSL 1 1 B2 B2 B2 A3 A3 A3 B1 CS CS CS CS CS CS CS CS A3 B1 A3 A3 CSCS A3A3 B4 B1 B1 TS12-3 TS7-3 PPt2 PPt2 STRm1STRm1STRm1STRm1 STRm1 STRm1 STRm1 STRm1STRm1BBOHd1-3 TSHd2-2 TSHd2-2TSHd2-2 TSHd1-2 3"TS6TS10-2TS11-3BBOHd3-2 CS TS6STRm1FBk1 CS STRm1 STRm1 FBk1 1' 1 3/4" 1' 9 15/16" 1' 9 7/8"1' 5 5/8" 1' 8 3/4" BBOHd2-2 1' 1 1/2"1' 8 5/8" 1' 5 3/4" STRm1STRm1 PPt1 BBO1-2 1' 6 3/4" 1' 7 11/16"TS5FBk1 FBk1 TS1 19.2" O.C. TS4 19.2" O.C.TS2 19.2" O.C. TS5 19.2" O.C. ALL BATH OPTIONS HAVE BEEN ACCOUNTED FOR IN THE BASE. NO MATERIAL CHANGE. NO MATERIAL CHANGE FOR FULL HEIGHT STONE FIREPLACE OPTIONS FOR BOTH SIDE AND CORNER FIREPLACES. Walkout Option Lookout Option Install (4) 2x6 squash blocks under all point loads at front of house. For labeled Point Loads exceeding 10,000 ibs contact LENNAR for Framing Details.HVAC in wallAll joist blocking including soil pressure joist blocking can be either 210 or 360 series TJI or 1-1/2" Timberstrand LSL 1.5E material. 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.) 3/4 Bath Offset bearing wall above Offset bearing wall above 4.5"4.5"5.25"4.5"5.25" 6"3"3" 3"3" 38' When Sunroom Option is Selected. Start Layout 19.2" o.c. 4 Season Porch Option Add List PlotID Length Product Plies Net Qty PPt3-2 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam Plus PSL 2 4 TS3 30' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS8-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 6 TS9-3 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 4 Season Porch Option Add List PlotID Qty Manuf Product Backer Blks Filler Web Stiff H1 2 Simpson HUCQ612-SDS No No No H2 7 Simpson LUS210 No No No 4 Season Porch Option Remove List PlotID Length Product Plies Net Qty TS5 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 1 CSCSCS CSCS CS CS CS CS B1 B1 B2B2A3 A3 A3 A3 B1TS8-3TS9-3 TS8-3PPt3-2 PPt3-2 TS12-3 PPt2 STRm1STRm1 STRm1TS6TS6STRm1FBk1 STRm1TS10-2CS STRm1 FBk1 STRm1 BBO1-2 H1H1FBk1 TS1 19.2" O.C. TS2 19.2" O.C. TS3 19.2" O.C. H2 4 SEASON PORCH OPTION 4.5"4.5"5.25"4.5" 10' = Walkout Fdn 6' = Lookout Fdn 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/ASept 2022N/ALENNAR MNEH09 ITASCA A / BMNRev.3ByDateJLH8-16-23CommentsPrototype Walk RevisionsDrawn By:JUSTIN HILTNEROriginal Date:10/5/2022First Floor Framing Plan Scale: 1/4" = 1'-0" Sheet 2 of 3 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). Joists may be shifted up to 3" if floor panel edge is supported and span rating is not exceeded.DO NOT CUT JOIST FLANGES. This drawing may contain deviations from the original project documents. It is the responsibility of the contractor to notify the project Design Professional of these deviations to verify conformance with the original design intent of the project. 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 Layout 19.2" o.c. Elevation A / B Second Floor PlotID Qty Manuf Product Backer Blks Filler Web Stiff H1 1 Simpson HGUS5.50/10 No No No H2 7 Simpson IUS2.06/11.88 No No No H3 2 User HUC48 Not Required No Not Required Elevation A / B Second Floor PlotID Length Product Plies Net Qty F30' 30' 0" 11 7/8" TJI 210 joist 1 9 F26' 26' 0" 11 7/8" TJI 210 joist 1 12 F24' 24' 0" 11 7/8" TJI 210 joist 1 1 F18' 18' 0" 11 7/8" TJI 210 joist 1 18 F16' 16' 0" 11 7/8" TJI 210 joist 1 1 F14' 14' 0" 11 7/8" TJI 210 joist 1 1 F12' 12' 0" 11 7/8" TJI 210 joist 1 1 FBk1 10' 9 1/4" 11 7/8" TJI 210 joist 1 1 F6' 6' 0" 11 7/8" TJI 210 joist 1 1 M1-3 22' 0" 1 3/4" x 20" 2.0E Microllam LVL 3 3 PPt1 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1 TS1-2 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2 TS2-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS3-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS4-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS6-2 10' 0" 1 3/4" x 9 1/2" 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 2 TS8 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 TS9 4' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 49 CS A3 A3 A3A3 E1 E1 E1 B1 CS CS B1 A3 B4 B4 B4 E3 E3 E1 B1 TS3-2TS6-2 TSHd1-2 TS2-3 BM1 Alt TS4-2TS1-2 BM1 M1-3BBOHd6-3 TS8TS9F14'STRm1STRm1STRm1STRm1 STRm1 STRm1 STRm1 STRm1 BBOBk1 BBOBk1F12'3"3"F18'FBk1 FBk1 STRm1 F6'FBk1 AltAlt L20 L20 L20 Equal spacing 12" A307 through bolt or SDS, WS, Truss-LOK-EWPTM or SDW screw, typical Point Load Connector Spacing 8- Screw Connection 2" 2" 112" spacing between staggered screwsF24'FBk1STRm1BBOHd7-2 BBOHd7-2 BBOHd7-2 TSHd2-2BBOHd1-2 BBOHd5-2 BBOHd4-3 BBOHd3-2BBOHd3-2 H3H310 3/8" 1' 6 9/16" 9 7/16"F16'FBk1 8 9/16" 10 5/8" 1' 6 1/8" 1' 8 1/4"1' 4 7/8" 1' 9 9/16" 11 1/2" AltAlt Alt H1 PPt1 F18' 19.2" O.C. F18' 19.2" O.C. F26' 19.2" O.C. F30' 19.2" O.C. H2 SEE TALL WALL Top of Beam Flush to Top of Floor System. 8" Minimum Heel Height. BASE BATH AND SERENITY BATH OPTIONS HAVE BEEN ACCOUNTED FOR IN THE BASE. NO MATERIAL CHANGE.HVAC in wallStandard bath Serenity Bath (10) SDS25312 screw cluster. 5 screws on each side of hanger. 5 screws on back side of beam each side of hanger. (20 total.) (12) SDS25312 screw cluster. 6 screws on each side of girder. 6 screws on back side of beam each side of girder. (24 total.) SDS25312 Simpson Screw - Qty 44 No material change for 4'-0" garage extension. 3/4 Bath Can Light SEE TALL WALLGarage Header designed to L/600 TL for Stone Load Deflection. 3" 3"3"3"3" 3"3" 4-2x6 3-2x6 3"6" 4 Season Porch Option Add List PlotID Length Product Plies Net Qty TS5-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 CS E1 E3 E1 BBOHd7-2BBOHd2-2TS5-2 BBOHd3-2BBOHd1-2 BBOHd5-2TSHd2-2 STRm1 BBOBk1 3"3" Alt AltAlt 4 SEASON PORCH OPTION Can Light 6"3" Elevation A / B Roof Level PlotID Length Product Plies Net Qty TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BM1 TSHd1-2 3"3" BBOHd1-2 BBOHd3-2 BBOHd1-2 BBOHd2-2BBOHd3-2BBOHd3-2BBOHd3-2 3-2x6 Elevation B Add List PlotID Qty Manuf Product Backer Blks Filler Web Stiff H3 1 User HUC48 Not Required No Not Required Elevation B Add List PlotID Length Product Plies Net Qty TS7 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 TS8 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 Elevation B Remove List PlotID Length Product Plies Net Qty TS9 4' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 BBOHd3-2 TSHd1-2 TS2-3 TS7TS8L20 TS8H3H3H3H1H2 Top of System. 3"3" 4-2x6 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/ASept 2022N/ALENNAR MNEH09 ITASCA A / BMNRev.3ByDateJLH8-16-23CommentsPrototype Walk RevisionsDrawn By:JUSTIN HILTNEROriginal Date:10/5/2022Second Floor Framing Plan Scale: 1/4" = 1'-0" Sheet 3 of 3 Have a damaged joist or beam? File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to: www.damagereport.w Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.com Roof Header Plan Scale: 3/16" = 1'-0" Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser product sizes have been denoted on this layout. In addition to any 'CS' detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See Pocket Framer's Guide for appropriate detail(s). Joists may be shifted up to 3" if floor panel edge is supported and span rating is not exceeded.DO NOT CUT JOIST FLANGES. This drawing may contain deviations from the original project documents. It is the responsibility of the contractor to notify the project Design Professional of these deviations to verify conformance with the original design intent of the project. 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: of2Print Name:Signed: License Number:Nick Hanson46665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.January 1, 20233.0011-1-232023 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2S1WALL SECTIONLOOKOUT WALL CONDITION3S1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4S1WALL SECTIONFULL HEIGHT WALL CONDITION5S1REBAR TABLE6S1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2023©3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comDRAWING USE GUIDELINES AND LIMITATIONSTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE.THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.LIMITATIONS1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOPOF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT).2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT.3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED.5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS.6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURALENGINEERING DOCUMENTS.COLD WEATHER GUIDELINES:1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT WITH FROZEN MATERIALS.4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE.5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.MATERIALSCONCRETE WALLS: F'c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE.AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX.REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60TREATED SILL PLATE: SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING PRESSURE 1,500 PSF MINIMUMGENERAL NOTES1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVESTRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLYSUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESSADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERALCONTRACTOR.2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.3. 112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS.4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIPFOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE.5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS.6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEETUNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, ANDINSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTEDOTHERWISE.8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALLTHICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS.9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BARDIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET.10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVERIS ACHIEVED ON ALL SIDES.11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS.12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN.VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS.13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINORFORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS.14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONSARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALLCORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS INLENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELSMAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHTFOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOADTRANSFER OVER A SILL PLATE OVERHANG CONDITION.15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1.16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS.17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS.18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL ANDDIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICALREINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDINGIS ACHIEVED.19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING.MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS.20.THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOILPRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THERESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGNFOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW ANDCONSENT OF THE HANSON GROUP.EQUIVALENT REBAR TABLEFOR BUNDLED HORIZONTAL BARS(2)#4 = (1)#6(3)#4 = (2)#5(3)#5 = (2)#6GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40)(2) #4 HORIZONTAL BARSBOTH TOP & BOTTOMEXTENDED AT LEAST 24"BEYOND EACH END OF STEPSTABLE BANKHIGH FOOTING MAY BEEXTENDED PROVIDEDBARS ARE PLACED ASSHOWNHORIZ. BARSTOP & BOTTOM6" MIN THICK CONCRETEFOUNDATION, SEE OTHERDETAILS FOR MORE INFOOPTIONAL CONTROL JOINTAT EACH END OF STEP72" MAX SPANEQ.EQ.24" MINDETAIL B3" MIN TYPCONCRETE STRIPFOOTING11BDETAIL A36" MINSTEP2 x STEPSTEP NOTE:DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEPLOCATIONS SHOWNREAR FROST WALLLOOKOUTWALLFULL HEIGHTWALLGARAGE FROSTWALLELEVATIONSHOWN FORREPRESENTATIONPURPOSES ONLY-MAY NOT APPLYELEVATIONSTEP SPACING REQUIREMENTSATYP.6"MIN.WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAYFROM FOUNDATIONOPTIONAL STEM WALLMINIMUM THICKNESS TOMATCH SILL PLATESILL PLATE TO MATCHFRAME WALL ABOVE16" MAX FOR 4" THICK STEM24" MAX. FOR 6" THICK STEMSLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL6" MIN. C.I.P. CONCRETEFOUNDATION WALLUNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDE6"MIN.3'-0" MAX GRADE HEIGHT ABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL @48" O.C. (SAND SOIL)OR 36" O.C. (SANDY-CLAY SOIL)OR 24" O.C. (CLAY SOIL)DOWELS MUST BE WET SET ORDRILLED AND EPOXY GROUTED6" MIN. THICK C.I.P.CONCRETEFOUNDATION WALLSLOPE GRADE AWAYFROM FOUNDATION12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS(1) #4 x CONTHORIZONTAL BARAT TOP OF WALLFRAMING & SILLPLATE BY OTHERSSLAB-ON-GRADEBY OTHERSUNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1(18" MIN WIDTH FOR CLAYBACKFILL OR 16" MIN WIDTH IF2'-6" MAX UNBALANCED BACKFILL)SCOPE OF DRAWINGS:THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED ANDCERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESEDRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANTTO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR.THESE DRAWINGS EXPIRE ON DECEMBER 31, 2023.6"MIN. CLEAR HEIGHT BACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETESTRIP FOOTING PER CODEOR BY BUILDING DESIGNER,AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN BELOW8" MIN. C.I.P. CONCRETEFOUNDATION WALL-SEEREBAR TABLE 6/S1 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON 2/S2FLOOR TO SILLCONNECTION SEE 1/S2WOOD FLOORSYSTEM BY OTHERSSLOPE GRADE AWAYFROM FOUNDATION2x6 MIN SILL PLATECLEAR HEIGHT OF 8'-0" OR LESS(2)#4xCONT. HORIZONTAL BARSCLEAR HEIGHT OF 8'-0" OR MORE(3)#4xCONT. HORIZONTAL BARSCONCRETESLAB-ON-GRADEPLACED TIGHT TOFOUNDATION WALL#4x2'-0" DOWELS @ 72" O.C.MAX (5" MIN. EMBED)GENERAL STRIP FOOTING SIZE GUIDESOILONE-STORY STRUCTURETWO-STORY STRUCTURE2000 PSF16" WIDE x 8" THICK20" WIDE x 8" THICK1500 PSF20" WIDE x 8" THICK26" WIDE x 8" THICKTHIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ONMAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHERCONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10",AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS,HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS.6'-0" MAX WOOD FRAMINGABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAY FROMFOUNDATION AT A GRADUAL 2%SLOPE PER GENERAL NOTE 6SILL PLATE TO MATCHFRAME WALL ABOVE#4 x CONTINUOUS HORIZONTALBARS @ 24" O.C. TYP.OPTIONAL 2" RIGID INSULATION ONINSIDE FACE AND UNDERSLAB-ON-GRADE FOR 24" MIN.UNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1(DROP FOR FROST ASREQUIRED PER SITE DESIGN)#4x2'-0" DOWELS @ 48" O.C.MAX (5" MIN. EMBED)(1) #4 x CONTINUOUS HORIZONTALBAR AT TOP OF WALLOPTIONAL SLAB LEDGECONCRETE SLAB-ON-GRADE8" MIN. C.I.P. CONCRETEFOUNDATION WALL#4 x 5'-0" HOOKS @ 24" O.C.EMBEDDED IN FOUNDATIONWALL & CAST INTO SLAB(MAY REDUCE 2'-0" LEG LENGTH& DRILL IN & EPOXY 8" MIN.INTO FOUNDATION WALL)3'-0"NO HOOKS @ 3'-0" OR LESS GRANULAR MATERIAL (SAND)DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0"#5 VERTICAL BARS @ 24" O.C.CENTERED IN WALL TO AID INTHE REDUCTION OF CRACKINGAND BACKFILLING ISSUES PRIORTO TOP OF WALL PINNINGCONTRACTOR IS TO PROVIDETEMPORARY TOP OF WALLBRACING UNTIL GARAGESLAB-ON-GRADE IS IN PLACE(HOOKS INTO GARAGE SLABPROVIDE REQUIRED TOP OFWALL LATERAL SUPPORT)2'-0"8'-0" OR LESS9'-0" MAX.10'-0" MAX..GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/0 COPYRIGHT HANSON GROUP LLC 2023©DescriptionDateRevisionJanuary 1, 2023Project Number:Date:3.001S22Sheets: of2Print Name:Signed: License Number:Nick Hanson1-1-2346665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.CONNECTION INFOTOP OF WALL CONNECTION TOFLOOR SYSTEM1S2BRICK LEDGE INFO5S2WALL SECTIONAT WINDOW WELL LOCATIONS6S2STOOP INFO7S2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2S2BLOCKING DETAILFLOOR JOIST CONDITION3S2BLOCKING DETAILFLOOR TRUSS CONDITION4S2SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comVENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATIONWALL SEE 5/S1WOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS16" HIGH MAX x6" THICK MINSTEM6"MINWOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS6" MIN THICK STEM#4 DOWELS @ 36" O.C.EMBEDDED 24" INTOLOWER WALLFOUNDATIONWALL SEE5/S1VENEER ORSLAB-ON-GRADEBY OTHERS12"VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 2/S1 OR 3/S1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3'-0" MAX VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 4/S1SLAB-ON-GRADEFRAMING BYOTHERS6" MIN THICKSTEMDETAIL @ HIGH GRADESIM @ NON-BEARINGDETAIL @ LOOKOUTSIM @ FROST WALLDETAIL @ FROST WALLSw/ LOW GRADEDETAIL @ LOW GRADESIM @ NON-BEARING112"CLEARMINMAX#4 DOWELS @36" O.C.EMBEDDED 24"INTO LOWERWALL (CENTERIN STEMWALL)6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 2"Ø OR SQUARE WASHER SEE 2/S2FOR SPACING (7" EMBED MIN)-METAL STRAP ANCHORS TO BEINSTALLED AT MANUFACTUREREQUIVALENT SPACINGFLOOR SYSTEM, TYPE,SIZE, AND SPACING TO BEDETERMINED BY OTHERSRIM BOARD OR BRACINGMATERIAL BY OTHERS2x6 SILL PLATE MINIMUMFLOOR TO SILL CONNECTION ATEACH MEMBER SEE TABLE BELOWWASHER TO BE COUNTERSUNKFLUSH w/ TOP OF SILL PLATESEE FULL HEIGHT WALL SECTIONON 5/S1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)FLOOR MEMBERSPACING16"19.2"A(4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBERSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)24"16"19.2"24"16"19.2"24"AAAAAAABAABBBBBCCCDDDDDDDCCONNECTION A(4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC ATEACH MEMBERCONNECTION CCONNECTION D(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ**OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS*ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS72"* 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWNSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS72"72"72"72"72"72"72"72"72"72"72"72"48"60"72"48"60"72"36"48"72"36"36"72"72"72"48"24"24"ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS**ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS48"** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHORSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS60"72"30"36"72"18"24"42"72"72"24"18"20"24"18"24"24"30"42"16"12"14"16"12"16"36"36"N/AN/ASLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONNOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER.WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES.* FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES,FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE.** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH.*** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s.****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE ASTRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE.2x8 SILL PLATE TO BE USED w/MAXIMUM OF 112" OVERHANG(MAINTAIN 234" EDGE DISTANCETO BOTH CONCRETE AND INSIDEOF SILL PLATE) - VERTICAL LOADTRANSFER BY SUPPLIERNAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR@ BLOCKING SEE 1/S22 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWNOR SHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE 2/S2 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE 1/S22 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAYFROM FOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE 2/S2 FOR SPACING OFBLOCKING SYSTEM SHOWN10'-0" MAX 3'-0" MAX GRADE HEIGHT ABOVE TOP OF SLAB 1'-6" MIN 3'-0" EACH WAY MIN112" TYP SLOPE GRADE AWAYFROM FOUNDATION#4 HORIZONTAL BARS @12" O.C. CENTERED INWALLS LAP AROUNDCORNERS AND HOOKINTO FOUNDATION WALL@ EACH SIDE (REFER TO5/S1 FOR HORZ. BARREQUIREMENTS w/ 8"C.I.P. WALLS)6" MIN C.I.P.CONCRETE WALL#4 VERTICAL BARS @EACH OUTSIDECORNER OF WELL(1)#4 x2'-0" DOWEL @EACH OUTSIDECORNER OF WELL (5"MIN EMBED)12" WIDE x 8" THICK MINSTRIP FOOTING(1) #4 HORIZONTALBAR AT TOP OF WALL(2) #4 HORIZONTAL BARSTOP & BOTTOM OFLINTEL EXTEND 24" MINPAST OPENING EACHEND (WOOD OR STEELOPTION BY OTHERS)WALL BEYONDPLACE (2) #4 VERTICALBARS FULL HEIGHT ANDONE ANCHOR w/IN 12" OFOPENING EACH END8" MIN C.I.P.CONCRETE WALLSLAB-ON-GRADEUNREINFORCED CONCRETESTRIP FOOTING SEE FULLHEIGHT WALL SECTION 5/S1LOOKOUTWALLSEE 3/S1GRANULARMATERIAL(SAND)SLOPEWINDOW WELLLADDER/ESCAPEMEANS BYOTHERS5'-0" EACH WAY MAXFLOOR SYSTEM BY OTHERS(DO NOT PLACE GIRDERS ORBEAMS OVER CONCRETE LINTELDESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL ATTHE DISCRETION OF THE BUILDER FOR ADDITIONALFROST PROTECTION AS REQUIRED PER SITE DESIGN6"MIN.BACKFILL HEIGHT (NOT TO EXCEED 10'-0")SEE 5/S1 FOR TYPICALFOUNDATION WALL &FOOTING CONSTRUCTIONMAINTAIN MIN. 6" WIDESTEMWALL WITHEXTERIOR LEDGEWOOD FLOORSYSTEM BY OTHERSBACKFILL BELOW EXTERIORSTOOP SLABS WITH COMPACTEDGRANULAR MATERIAL TO FROSTDEPTH (4'-0" MINIMUM)FLASHING &WATERPROOFINGBY OTHERSSTOOP SLAB BY OTHERS* SEE 1/S2 FOR FLOORTO SILL CONNECTION112" CLEARBUILD UP w/ RIGIDINSULATION BELOW SLABTO MAINTAIN 10'-0" MAX.BACKFILL HEIGHT ASREQ'D OR PROVIDE SITESPECIFIC ENGINEERING(MAY SUBTRACT 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY & CLAY SOILS DUE TO GRANULAR FILL BELOW STOOP SLAB) * MODIFIED CLEAR HEIGHT* SEE REBAR TABLE 6/S1FOR VERTICAL REBAR* SEE 2/S2 FOR ANCHOR BOLTS* FOR REBAR TABLE 6/S1, FLOOR TO SILL CONNECTION TABLE 1/S2, AND ANCHOR BOLT TABLE 2/S2USE MODIFIED CLEAR HEIGHT OF 9'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 8'-6" ANDUSE MODIFIED CLEAR HEIGHT OF 10'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 9'-6"(MAY REDUCE BACKFILL HEIGHT BY 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY AND CLAY SOILS)8'-0" OR LESS9'-0" MAX.10'-0" MAX.8'-0" OR LESS9'-0" MAX.10'-0" MAX.8'-0" OR LESS9'-0" MAX.10'-0" MAX..GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/0 ©DateRevisionProject Number:Date:S31Sheets: of2Print Name:Signed: License Number:Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comLennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446EH09 Model"B" ElevationMinnesota ConstructionPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionCOPYRIGHT HANSON GROUP, LLC 20222.520THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN FRAMING NOTE 10, SPACED AT 4" O.C. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 9. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH ANAPPROVEDADMIXTURE THAT PROVIDES A WATERAND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSAGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:ANY OF THE FOLLOWINGSAND (TYPE I) geq = 30 PSF/FT (ACTIVE)SANDY CLAY (TYPE II) geq = 45 PSF/FT (ACTIVE)CLAY (GROUP III) geq = 60 PSF/FT (ACTIVE)REINFORCING STEEL: ASTM A615 GRADE 60ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTER312" WIDTH - 1.3E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERPSL:1.8E OR BETTERABBREVIATIONSTYP.=TYPICALSIM.=SIMILARU.N.O.= UNLESS NOTED OTHERWISEO.C.= ON CENTERG.T. =GIRDER TRUSS= CONTINUOUS OVERMATERIALS CONT...STRUCTURAL STEEL:CHANNELS/MISC - ASTM A36 (Fy = 36KSI)TUBES - ASTM A500 Gr. B (Fy = 46 KSI)W SECTIONS - ASTM A992 (Fy = 50 KSI)LOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODES2020 MINNESOTA RESIDENTIAL CODEPROJECT SCOPEDESIGN OF CONCRETE PAD AND STRIP FOOTINGS, FOUNDATION WALL ALONG A STAIRWAY, BEAM AND HEADER FRAMING, AND THE MAINWINDFORCE RESISTING SYSTEM FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESEDRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS FOR MORE INFORMATION.2.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. DESIGN OF THEREMAINING HOME, INCLUDING ALL MANUFACTURER ENGINEERED PRODUCTS AND FOUNDATION WALLS, IS BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSON GROUP FOR REVIEW.IF FINAL TRUSS LAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION.4.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.5.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THEHANSON GROUP IF DISCREPANCIES ARISE.6.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.ALL FOUNDATION WALLS ARE TO BE IN ACCORDANCE TO HANSON GROUP FOUNDATION GUIDELINES S1-S2, UNLESS NOTEDOTHERWISE IN THESE DRAWINGS.2.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. RETAINING WALL FOUNDATIONS RELY ONSLAB-ON GRADE FOR LATERAL RESISTANCE. ADEQUATE TEMPORARY BRACING IS BY OTHERS UNTIL SLAB IS IN PLACE AND FULLYCURED.3.BULKHEAD STEP ALL RETAINING WALL TYPE FOOTING ELEVATION CHANGES. DO NOT JUMP FOOTINGS AT THESE LOCATIONS.HOUSE LOWER LEVEL/FOUNDATIONPLAN SHOWN FOR LOCATIONREFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S3REFERENCE PLANWITH 4' GARAGE EXTENSIONTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONSPLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.Garrett Brunell52600BUILDER IS REQUIRED TO SEND FINAL TRUSSLAYOUT DRAWINGS TO THE HANSON GROUPPRIOR TO CONSTRUCTION FOR VERIFICATION OFLOAD PATHS AND FRAMING SIZES LISTEDTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONSINDICATES SPANDIRECTION OFI-JOIST BY SUPPLIERTYP.(4-FT)(4-FT)(2.25-FT)(2.6-FT)(3.8-FT)(4-FT)(3.8-FT)BEAMS AND JOIST LET INTOHOUSE FLOOR SYSTEMAND BEARING ON LOWERLEVEL WALL PER HOUSEPLAN DETAILSSTAIR & LANDINGFRAMING BYSUPPLIER TYP.(2) 2x12 OR (2) 11 78" LSL/LVL I-JOIST SUPPLIER TODESIGN FOR BEARINGWALL LOCATIONS, PERHOUSE PLANSPROVIDE MIN. 20" x 8"CONCRETE STRIPFOOTINGS UNDER ALLFOUNDATION WALLS &INTERIOR BEARING WALLSF1F3(2) 2x10F3FOUNDATION WALLS TOBE CONSTRUCTED PERS1-S2 HANSON GROUPFOUNDATIONGUIDELINES2 S3 FULL HEIGHT STAIRWAY FOUNDATION WALL WALL SECTION 2S3 RETAINING WALL TYPESTAIRWAY FOUNDATION WALL(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.10" MIN. C.I.P.CONCRETE WALLVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.8" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"2" 3" 8'-4" MAX.SLAB-ON-GRADE WOOD WALL 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.FRAME WALL ABOVESLAB-ON-GRADE &INSULATION BY OTHERS6" MIN. C.I.P. CONCRETESTEM WALLF3F3INDICATES CONTINUOUSHEADER OVER MIN. (4) 2x6BEARING STUDSFOUNDATION WALLS TOBE CONSTRUCTED PERS1-S2 HANSON GROUPFOUNDATIONGUIDELINESFOUNDATION WALLS TOBE CONSTRUCTED PERS1-S2 HANSON GROUPFOUNDATIONGUIDELINES(3) 2x10 OR(2) 912" LSL/LVL(2) 912"LSL/LVL(2) 912"LSL/LVL(2) 912"LSL/LVLFOUNDATION WALLS TOBE CONSTRUCTED PERS1-S2 HANSON GROUPFOUNDATIONGUIDELINESPROVIDE MIN. 20" x 8"CONCRETE STRIPFOOTINGS UNDER ALLFOUNDATION WALLSPROVIDE MIN. 20" x 8"CONCRETE STRIPFOOTINGS UNDER ALLFOUNDATION WALLSPROVIDE MIN. 20" x 8"CONCRETE STRIPFOOTINGS UNDER ALLFOUNDATION WALLS(3) 11 78" LSL/LVLCONTINUOUSHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTFRAMING NOTES1.ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10 MEMBERS SHOWNMAY BE SUBSTITUTED WITH (2) 1¾" x 7¼" LSL AS REQUIRED.2.ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH ENDAND TWO AT INTERMEDIATE SUPPORTS. ALL 2-PLY LSL/LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TOHAVE A MINIMUM OF TWO BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. 3-PLY LSL/LVLAND GIRDER TRUSS MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END AND ATINTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED FOR LVL/LSL SUBSTITUTED FORSTANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIERIS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. BEARING ENHANCERS AREBY THE SUPPLIER.3.ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END.EXTERIOR OPENINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KINGSTUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGS GREATER THAN TEN FEET INWIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLSAS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING STUDS IS THEFULL LENGTH OF THE HEADER.4.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POSTCAPS, AND POST BASES.5.CONNECT MULTIPLE MEMBER LSL/LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS.6.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS.7.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1).8.ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TOSHEATHING / GYP BOARD AS NOTED BELOW (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR).9.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.,WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.10.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x6 STUDS SPACED @ 16" O.C. AT BEARING WALLS AND 2x4 OR 2x6 STUDS @ 24" O.C. MAXIMUM ATNON-BEARING WALLS.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. (12" O.C. w/ 24" STUD SPACING) MAX. (58" MINIMUMSTUD PENETRATION)11.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS.12.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (4) 0.131"Ø x3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.D.LATERAL BRACING OF TOP OF GABLE END WALLS IN ROOF SPACE IS TO BE PROVIDED BY TRUSSSUPPLIER.13.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" NAILS IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.14.ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.15.STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGEREDEACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS ASREQUIRED FOR TOP FLANGE HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACED LATERALLY BY FLOORSYSTEM AT 48" O.C. MAX AND AT ENDS TYP. FOR FLUSH FLOOR FRAMING CONNECTIONS, BLOCK WEB SPACESOLID w/ LUMBER TIGHT BETWEEN FLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. STAGGERED.16.CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. FASTENSTEEL BEAMS TO PSL POSTS w/ (4) 516" x 6" STRUCTURAL WOOD SCREWS. AT BOTTOM, PSL TO BEARDIRECTLY ON CONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE.17.TALL WOOD WALL FRAMING IS DESIGNED TO AN H/180 DEFLECTION CRITERIA AT A MINIMUM.18.COVERED ENTRY PORCH IS CONSIDERED BY THE HANSON GROUP TO BE A NON-ESSENTIAL PRIMARILY OPENSTRUCTURE NOT PART OF THE MAIN WIND FORCE RESISTING SYSTEM. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS.CONCRETE PAD FOOTING SCHEDULEMARKFOOTING SIZEREINFORCEMENT EACH WAYF12'-0" x 2'-0" x 8"NONEF2-OPTION 12'-6" x 2'-6" x 12"NONEF2-OPTION 22'-6" x 2'-6" x 8"#5 BARS @ 12" O.C.F33'-0" x 3'-0" x 12"#5 BARS @ 12" O.C.LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTINGINDICATES SPANDIRECTION OFI-JOIST BY SUPPLIER(3) 9 12" LSL/LVL(3) 11 78" LSL/LVL(3) 1178" LSL/LVL (3) 1178" LSL/LVL(2) 912" LSL/LVL8" CONCRETE FOUNDATIONWALL ATOP 24" x 8" CONCRETESTRIP FOOTING (HANSONGROUP RECOMMENDSMINIMUM OF 60" FROST DEPTHFOR UNHEATED AREAS)CONSTRUCT PORCH ENDWALL AS SHOWN IN 6/S4F35 14" x 5 14"PSL POST(2) 514"x514" WOLMANIZED PSLCOLUMNS - SEE PORCHEND WALL DETAIL FORCAPS AND BASES(2) 2x10 TYP. - IF BRG ABOVELANDS ON HEADER,PROVIDE (2) 912" LSL/LVL w/(2) 2x6 BRG STUDS TOAVOID CRUSHING(3) 11 7 8" LSL/LVL 5 14" x 5 14" PSL POSTHANGER BY SUPPLIER ORPROVIDE (1) 2x6 BRGSTUD ADJACENT POST(R=2K)F3F1November 16, 202211-30-225 14" x 5 14"PSL POST11-30-221Plan UpdatesTHE REQUIREMENTS SHOWN DIRECTLY ABOVE APPLY TOLOOKOUT & WALKOUT 4-SEASON PORCH FOUNDATIONS(2) 2x6BRGSTUDS ©DateRevisionProject Number:Date:S42Sheets: of2Print Name:Signed: License Number:Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.Lennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446DescriptionCOPYRIGHT HANSON GROUP, LLC 2023UPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S4REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S4REFERENCE PLANPLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.PLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.POST-INSTALLED HOLDOWN OPTION4S4FRAMING DETAILSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORCONCRETEFOUNDATIONBELOWWITH 4' GARAGE EXTENSIONS4FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-112"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S4 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-1114"±SEE PLAN FOR CONTINUOUS LVL HEADER1'-1114"±(2) 2x6 BEARING STUDS MIN.PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.BUILDER IS REQUIRED TO SEND FINAL TRUSSLAYOUT DRAWINGS TO THE HANSON GROUPPRIOR TO CONSTRUCTION FOR VERIFICATION OFLOAD PATHS AND FRAMING SIZES LISTEDEH09 Model"B" ElevationMinnesota Construction2.520Garrett Brunell52600(4-FT)DASHED-DOT LINEINDICATES PRIMARYGIRDER TRUSS TYP.(4-FT) (4-FT)(4-FT)(4-FT)(3.25-FT)(4-FT)(2.9-FT)(3.5-FT)(2.5-FT)(3.5-FT)(5.75-FT)ONE-SIDEINDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.DASHED-DOT LINEINDICATES PRIMARYGIRDER TRUSS TYP.INDICATES SPANDIRECTION OFI-JOIST BY SUPPLIERTYP.DASHED-DOT LINEINDICATES PRIMARYGIRDER TRUSSTHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO 4-SEASON PORCH OPTIONINDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.BRACED WALL PANELFASTEN BOTTOM PLATE TOJOIST/BLOCKING w/ (3) 16dNAILS EVERY 16" O.C.CANTILEVERED FLOORJOIST BY SUPPLIERFRAMEWALL / BRACEDWALL PANEL BELOWBLOCKING BETWEEN JOISTS AS FOLLOWS:·FLAT 2x4 TOP & BOTTOM OR JOISTMATERIAL OR SAWN BLOCKING·34" PLYWOOD SHEET NAILED TO 2x4's w/(8) 8d NAILS TOP & BOTTOM·CIRCULAR HOLE UP TO 6"Ø MAY BE CUTINTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TOBLOCKING w/ 8d NAILS @ 6" O.C.FASTEN BOTTOM 2x4 w/ (3) 16dNAILS EVERY 16" O.C. SECTION 5S4AT BRACED WALL PANELS ABOVECANTILEVERED FLOOR FRAMINGNOTESECTION ONLY APPLIES WHEN BRACED WALLPANELS ARE LOCATED ABOVE FLOORCANTILEVER. SEE PLAN FOR APPLICABILITY.(2) 1178" LSL/LVLEXTENDED HEADERCONSTRUCTPORTAL FRAME ASSHOWN IN 3/S4(2) 1178" LSL/LVLEXTENDED HEADERCONSTRUCTPORTAL FRAME ASSHOWN IN 3/S4THE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLYAPPLY TO THE SERENITY SHOWER OPTION(4-FT)(5.9-FT)ONE-SIDETHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO GOURMET KITCHEN OPTION(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(5-FT)(5-FT)(3.1-FT)(2.6-FT)(5-FT)(2.9-FT)(3-FT)(3-FT)(3.1-FT)(5-FT)CANTILEVERED FLOORJOIST DESIGNED BYSUPPLIER FOR UPPERLEVEL ROOF BEARINGLOAD(2) 2x10(2) 9 12"LSL/LVLINDICATES CONTINUOUSHEADER OVER MIN. (4) 2x6BEARING STUDS(3.1-FT)(5-FT)(2) 9 12"LSL/LVL(4-FT)(2) 2x10 (2) 2x12 OR(2) 11 78" LSL/LVL STAIR & LANDINGFRAMING BYSUPPLIER TYP.(2) 2x10(2) 2x10S4FRAMING DETAIL PORCH END WALL6NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.FLUSH BEAMPER PLAN8'-0" SINGLE SHEET TYP.SIMPSON ABU66 POST BASE w/58"Ø x 8" SIMPSON TITEN HDSCREW-IN ANCHORSEE PLAN FORCONCRETEFOUNDATION WALLCROSS HATCH AREAS INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDES OF POSTS & 34"OR THICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO INTERIOR SIDES OF POSTS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED)FLUSH BEAMPROVIDE LAYER/S OFPLYWOOD/OSB TO FLUSHOUT BEAM w/ POST1'-0"±1'-0"±NAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT STUDEACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF HEADER HEIGHTAS REQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.LENGTH OF CONTINUOUS HEADERFASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(4) 2x6INTERMEDIATEBRG STUDSFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSLARGER HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILING PATTERNFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"CONTINUOUS LSL/LVLHEADER PER PLAN1'-0"±FASTEN STUDS TO BEAM w/SIMPSON MSTC28 STRAPINDICATES SPANDIRECTION OFTRUSSES BYSUPPLIERINDICATES SPANDIRECTION OFI-JOIST BY SUPPLIER(2) 2x10(2) 2x10INDICATES SPANDIRECTION OF ROOFTRUSSES BY SUPPLIERINDICATES SPANDIRECTION OF ROOFTRUSSES BY SUPPLIER(2) 9 12" LSL/LVLCONTINUOUSINDICATES CONTINUOUSHEADER OVER MIN. (4) 2x6BEARING STUDS(3) 2x6 BRG STUDSTALL WALLFRAMINGPER 2/S4BUILT-UP (3) 2x6 COLUMNFASTENED TOGETHER w/SIMPSON SDW SCREWS(0.22"Ø x 438" MIN. LENGTH)@ 8" O.C. STAGGEREDSPACING w/ 112" EDGEDISTANCE w/ STANDARDPOST BASE & CAP TYP.(2) 9 12"LSL/LVL(3) 11 78" LSL/LVL(3) 2x10(2) 9 12" LSL/LVL(2) 11 78" LSL/LVL514" x 514"WOLMANIZEDPSL COLUMNS716" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOEXTERIOR SIDES OF POSTS34" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOINTERIOR SIDES OF POSTS(CONCEALED FLANGE HANGERPERPENDICULAR BEAMS -R=4KIP - AFTER SHEATHING ISATTACHED)CONSTRUCT PORCHEND WALL ASSHOWN IN 6/S4(2) 912"LSL/LVL(4) 2x6BRG STUDS3 12"x714"LSL (4) 2x6BRG STUDS514" x 514"PSL POSTNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.CONTINUOUS PLATE ON TOP OFHEADER w/o SPLICES(6) 14"Ø x 5" SIMPSONSDS SCREWS EACHSIDE OF GIRDER/LVLCONNECTION FRONTAND BACK (24 THUS)TYP.3 12"x714"LSL3 12"x714"LSL (3) 20" LVL(1) 2x6 BRG STUD(5-FT)ONE-SIDE(4-FT)(2.9-FT)FOYER FRONT 18'-278"± TALL WOOD WALL TO TO BE CONSTRUCTEDAS FOLLOWS:·2x6 LSL @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING(BALLOON FRAMED)·PROVIDE (1) 2x6 SPF BRG STUD & (2) 2x6 LSL/LVL FULL HEIGHTKING STUDS FOR ENTRY DOOR OPENING·PROVIDE (1) 2x6 SPF BRG STUD & (1) 2x6 SPF KING STUD FRAMEDON ENTRY DOOR HEADER TOP PLATE FOR UPPER LEVEL WINDOW·PROVIDE (1) 2x6 LSL/LVL BRG STUD & (2) 2x6 LSL/LVL FULL HEIGHTKING STUDS FOR INTERIOR 4'-0" DOOR OPENING·PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS NOT TOEXCEED 10-FT ALONG HEIGHT OF WALL·INFILL FRAMING LESS THAN 16-FT MAY SPF 2x6 @ 16" O.C.·WALL TOP & BOTTOM PLATES MAY BE SPF MATERIALNovember 16, 2022(2) 2x6BRGSTUDS(3) 2x10(2) 2x6BRGSTUDS(3) 2x10(2) 2x6BRGSTUDS11-30-221Plan UpdatesLET-IN PORCH BEAMS ORHANGER TO STUD PACK INHOUSE WALL, TYP.(4-FT)(2.9-FT)(2) 2x6BRGSTUDS(3) 2x10THE REQUIREMENTS SHOWN DIRECTLYABOVE ONLY APPLY TO THE MAIN LEVELELEVATION "P" OPTIONTHE REQUIREMENTS SHOWN DIRECTLYABOVE ONLY APPLY TO THE UPPER LEVELELEVATION "P" OPTION(4-FT)(3.25-FT)(2) 9 12"LSL/LVL5-3-232Added Elevation "P" Option8-23-233Added Laundry Room Window8-23-235852 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.com TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Oct-12 08:20:15Right-Suite® Universal 2022 22.0.01 RSU64702 Page 1 ...ht\Documents\Wrightsoft HVAC\Lennar- ITASCA.rup Calc = MJ8 Front Door faces: W Job:Load Short Form 10/12/23Date:Entire House By: Silver Tree Plumbing and Heating LLC 1335 Mendota Heights Rd, Mendota Heights, MN 55120 Phone: 651-319-4200 Email: andyf@silvertreepandh.com Web: www.silvertreepandh.com Project Information Lennar Homes- 18184 Hounds DriveFor: Design Information InfiltrationClgHtg SimplifiedMethod88-15Outside db (°F)Semi-tightConstruction quality7270Inside db (°F) 1 (Semi-tight)Fireplaces1685Design TD (°F) M-Daily range 5030Inside humidity (%)5030Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOXModelML193DF090XE48C-*Cond 14ACX-041-230* AHRI ref 202568886 Coil L*42/60Y9+ML193UH090XE48C* AHRI ref 203055102Efficiency93 AFUE Efficiency 13.0 EER, 16 SEER Heating input Btuh88000 Sensible cooling Btuh30800 Heating output Btuh84000 Latent cooling Btuh7700 Temperature rise °F61 Total cooling Btuh38500 Actual air flow cfm1283 Actual air flow cfm1283 Air flow factor cfm/Btuh0.020 Air flow factor cfm/Btuh0.041 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Room2 1426 18075 6829 356 278 Room3 1426 23920 15500 471 631 Room5 1230 14530 6463 286 263 Room6 222 7256 2340 143 95 Room7 0 1348 382 27 16 Entire House 4304 65128 31515 1283 1283Other equip loads 10144 804 Equip. @ 0.93 RSM 29992 Latent cooling 6518 TOTALS 4304 75272 36510 1283 1283 Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.”(NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 18184 Hounds Drive US Home LLC dba Lennar Kirsten Thompson 612-505-9366 kirsten.thompson@lennar.com Residential Development 63107 Holli Hennagir Pathlight Pro (612)224-4107 hhennagir@pathlightpro.com Pathlight Pro 11/2023 10/18/2023Kurt NiskaDigitally signed by Kurt Niska Date: 2023.10.18 07:49:46 -05'00' 10/19/23 X PM