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LA210190 - 20439 Gargoyle Ln Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND 6:12 PITCH3.75:12 PITCH12103.75:12 PITCH30" O.H.10:12 PITCH27" O.H.10:12 PITCH10:12 PITCH18" O.H.18" O.H.18" O.H.6:12 PITCHCOMPOSITIONROOF, TYP.RETURN FRIEZEBOARD ATCORNERSBRACKET- 'FYPON' BKT19x24x41'-0"BRACKET-'FYPON'BKT19x24x418" O.H.18" O.H.1'-0"2'-6"2'-6"4'-10"T/ FND.1st FLR.9'-1 1/8"2nd FLR.8'-1 1/8"T/2nd FLR. PL.T/PORCH PL.T/GARAGE PL.WINDOW GRIDSAS SHOWN, TYP.FLASHING, TYP.2020 WINDOWW/ OPAQUEBACKGROUNDINNERJAMBRIPPEDINNERJAMBT/HOUSE PL.T.O. FTN2nd FLR.8'-1 1/8"9'-1 1/8"T/GAR. PL.8'-1 1/8"1st FLR. COL., SEE DET.THIS SHEETBOARD &BATTENSIDINGBOARD &BATTEN SIDING12101210COMPOSITIONROOF, TYP.W/ FYPON FLT184-16W/ FYPON FLT184-16W/ FYPON FLT184-16W/ FYPON FLT184-16ADDRESS LOCATIONNO WDW W/SERENITYBATH OPT.T.O. PLATE6'-8"SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. STYLE PERPLAN.REPLACE 1/2" BUILT-RITE SHEATHING WITH 1/2" O.S.B. SHEATHINGBEHIND ALL VINYL AND LP BOARD & BATTEN AND / OR SHAKE SIDING.ALUMINUM FASCIA & SOFFIT ON ALL SIDES OF HOME, INCLUDES PORCHCEILINGALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECIFICATIONS.TRIM SIZED PER PLAN.PER PLAN AND COMMUNITY SPECIFICATIONS ONLY:WRAP ALL WINDOWS AT SIDES & REAR OF HOME W/ TRIMINSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL ON A4 FORINSTRUCTIONS ON WRAPPING THE WINDOWS126OPT. SERENITY SHOWERWDW LOCATION2'-0"STONE VENEERRETURN10:12 PITCH10:12 PITCH1st FLR.T/ FND.9'-1 1/8"2nd FLR.8'-1 1/8"T/2nd FLR. PL.T/PORCH PL.T/GARAGE PL.NO WDWS W/GUEST SUITE OPT.126123.752'-0"STONE VENEERRETURN10:12 PITCH10:12 PITCH1st FLR.T/ FND.9'-1 1/8"2nd FLR.8'-1 1/8"T/2nd FLR. PL.T/PORCH PL.T/GARAGE PL.6:12 6:1210:126:12 10:123.75:12 10:1210:123.75:12 ROOF VENTS6' TYPICAL ICE & WATER SHIELDFOR EXTERIOR WALLS & 3' FORROOF VALLEYS12" RAKES AT SIDE ELEV.'S, 12" O.H.AT FRONT & REAR - TYP.2'-0" OH@PORCH6:12 PITCH6:12 PITCH1st FLRT/FDTNT/PL2nd FLRT/PL9'-1 1/8"8'-1 1/8"4'-10"T/ FND.3'-6"T/FTG.T/BASEMENT SLAB6:12 PITCHT/SLAB AND REAR FND. WALL1st FLRT/FDTNT/PL2nd FLRT/PL9'-1 1/8"8'-1 1/8"4'-10"T/ FND.3'-6"T/FTG.4'-0"1 x 61 x 41 x 81 x 10CORNERS, GABLE RAKE, WINDOW APPLICATIONSGARAGE INNER JAMBS, WINDOW SILLS, GABLE RAKE, FASCIADOOR KICK PLATEKEYNOTE SYMBOLMATERIAL ON TRIM KEYLOCATION OF MATERIAL1234EXTERIOR TRIM KEYFRIEZE, RETURNS1 x 125FRIEZE, RETURNS8'-8 1/4"1ST FLR TO T.O. FASCIA1st FLR.T/PORCH SLABEDGE OF STOOP(BEYOND)3'-1 3/4"5'-8"2'-0"2" O.H.1'-8"20"x20" PIERFACE APPLIEDSTONE VENEER2X6 BASEWRAP TRIM1X4 TRIMCEMENTITIOUSOR LP SHEETMATERIAL2X4 TOPWRAP TRIM1X4 TRIM1'-5"11"TRADITIONS SERIESEN11 C3 - MCKINLEYFOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTESSECTIONS ELECTRICAL PLANSA6MAIN AND SECOND FLOOR PLANS A2A3A5A1DETAILSA4F1FIREPLACE DETAILSL1LOWER LEVEL FINISH PLANSA7MORNING ROOM OPTIONGENERAL NOTES AND DETAILSS-0BASEMENT FOUNDATION PLANS-32ND FLOOR FRAMING PLANSS-4BRACED WALL & MISC. DETAILSSD-1BRACED WALL DETAILSSD-2FOUNDATION GUIDES1-S2ROOF FRAMING PLANS-5MAIN FLOOR FINISHED1,415 SF1,371 SFUPPER FLOOR FINISHED2786 SFTOTAL FINISHEDGARAGE660 SF1,084 SFFIN. LOWER LEVEL OPTION170 SFMORNING ROOM OPTIONBASEMENT UNFINISHED1,415 SF763 SFFIN. REC. RM. OPTIONSCALE:A11FRONT ELEVATION1/4" = 1'- 0"SCALE:A12ROOF PLAN1/8" = 1'- 0"SCALE:A13SIDE ELVATION1/8" = 1'- 0"SCALE:A14SIDE ELVATION1/8" = 1'- 0"SCALE:A15BREAR ELEVATION - WALKOUT1/8" = 1'- 0"SCALE:A15AREAR ELEVATION - LOOKOUT1/8" = 1'- 0"SCALE:A15REAR ELEVATION - FULL FOUND.1/8" = 1'- 0"SCALE:A16COLUMN DETAIL1/2" = 1'- 0" 20439 Gargoyle Lane Cedar Hills-3rd AdditionHORIZONTAL LAP SIDINGVERTICAL BOARD & BATTEN SIDINGVINYL SIDING ON FRONT ELEVATION.VINYL SIDING ON SIDE AND REAR ELEVATIONS.FACE APPLIED STONE VENEERFACE APPLIED STONE VENEERHORIZONTAL LAP SIDINGSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/02/2023dmathews WD. FRAMING ATHATCHED AREASDROP TOP OF WALLDOWN 12"4" CONC. PORCH SLAB ABVDROP FDTN 8" @GARAGE DOORDROP FDTN 8" @GARAGE DOORR-10 RIGID INSULATIONPOUR GARAGE SLAB FLUSHSLOPE SLAB 4" TO GARAGE DOOR.FDW.H.16'-10 3/4"BATHROUGH-IN2x6 WALL7'-6 1/4"6"21'-9 1/2"6" 25'-7"6"18'-6"1'-6"8'-1 1/2"1'-4 1/2"1'-11 1/4"16'-1 1/2"1'-11 1/4"20'-0"11'-0"19'-0"11'-8"6'-5 1/2"3'-6"6'-11"2'-10"7'-0 1/8"2'-6"4'-1 3/8"3'-5"11'-7"6'-7 1/2"SUMP10"LEAVE 18" VOID IN FOOTINGFOR PLUMBING2'-0"1'-6" OPTIONAL WET BAR ROUGH-IN 6'-6"12'-6"UP (15) EQ. RISERS (16) R. W/ AT 9' FOUND.)W/ 10" TREADS5'-0" 4'-10"3'-2"8"4'-6"8"5'-10"DROP PIT 8"PIT DRAIN2838CSMT. WDW.EGRESS PITLADDER4'-4" 3'-8"8"2'-11"2'-11"8"1 1/2" OVERHANG OF FLOOR ABOVEINSTALL 2" R-10 RIGID INSULATION AROUNDPERIMETER OF HOUSE FOUNDATION, TYP.49'-9"43'-3"43'-11"8"1 1/2"8"4" LEDGE AT GARAGE COMMON WALL2" LEDGE AT GARAGE WALL-TYPICAL6"2"1 1/2"2"6"1 1/2"1 1/2" 6"4" 6"4"4"6"11'-7 1/2" 6"4"BASE (3500 P.S.I.)GARAGE SLAB4" CONC. SLAB4" CONC. SLAB OVER6 MIL. VAPOR BARRIEROVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.)BASEMENT SLABPT. LOADFROM ABV.,TYP.(2) 2x6 JACKS(2) 2x6 JACKS20" W. x 8" D. CONT.CONC FTG., ATPERIMETER, (5,000 PSI,TYP.)(1) JACK EA. END (2) 2x8 HDR W/(3) 2x8 HDR(1) 2X6 JACK EA. ENDJOIST (2) 1 3/4" x 11 7/8 LSL (FLUSH)(2) 2x6 JACKS(2) 1 3/4" x 11 7/8"LSL (FLUSH)BEARING WALL ABOVEBEARING WALLABOVESHADED WALLS INDICATE INT. BRG.WALLS W/ 2x6 STUDS AT 16" O.C. W/DBL. TOP PL. ON 17" W. x 8" D. CONC.THICKENED SLAB FTG., EXTEND FTG.12" BEYOND END OF WALLS.BEARING WALL ABOVE(W/ GUEST SUITE OPT.)(2) 2x10 HDR(1) 2X6 JACK EA. END(2) 2x10 HDR(1) 2X6 JACK EA. END11 7/8" FLOOR SYSTEM ABOVE SEE FLOOR LAYOUT 11 7/8" FLOOR SYSTEM ABOVE SEE FLOOR LAYOUT 11 7/8" FLOOR SYSTEM ABOVE SEE FLOOR LAYOUT 11 7/8" FLOOR SYSTEM ABOVE SEE FLOOR LAYOUT 11 7/8" FLOOR SYSTEM ABOVE SEE FLOOR LAYOUT POST ABOVE@ GUEST SUITE OPT.28'-9 3/4"20'-11 1/4"50'-0"22'-3 1/2" 47'-10 1/2" 1 1/2" 19'-7 1/2"6"2"30'-6"6'-1 1/2"12'-9"6"3'-8"5'-10"5 1/2"15'-3 1/2" 8"5'-7 1/2"6" 16'-8" 33'-9" 8" 1 1/2" 2'-8" 6'-1 1/2" 5'-4" 8'-0" 32'-5"CLADD R-5 "THERMAX" INSUL.TO SIDEWALLST/ FDN.EL.= MINUS 4'-10"(MINUS 5'-6" AT 9'BSMT. OPT.)4636 SLIDER4636 SLIDERT/ FDN.EL.= 0'-0"T/ FDN.EL.= MINUS 4'-10"(MINUS 5'-6" AT 9'BSMT. OPT.)4636 SLIDER13'-6 1/2"6'-7 1/2"49'-9"(3) 2x8 HDR(1) 2X8 JACK EA. END(3) 2x8 HDR(1) 2x8 JACK EA. ENDEXTEND FULL HT.CONC. WALL TO REARCORNERT/ FDN.EL.= 0'-0"EXTEND FULL HT.CONC. WALL TO REARCORNER2x8 STUD KNEE WALL W/ STUDSSTEM FNDTN WALLAT 16" O.C. ON 3'-6" HIGHLINE OF FOUNDATION WALL BELOW8"1 1/2"1 1/2"1 1/2"1 1/2"5 1/2"5 1/2"(3) 2x8 HDR(1) 2x8 JACK EA. END22'-10 3/4"6'-8 1/4"16'-0" FOOTING STEP12'-0"T/ FDN.T/ FDN.T/ FDN.EL.= MINUS 8'-0"(MINUS 8'-8" AT 9'BSMT. OPT.)EL.= 0'-0" (FULLHEIGHT)EL.= MINUS 4'-6"(MINUS 5'-6" AT 9'BSMT. OPT.)T/ FDN.EL.= MINUS 8'-0"(MINUS 8'-8" AT 9'BSMT. OPT.)14'-0" FOOTING STEP 10'-0"T/ FDN.EL.= 0'-0"T/ FDN.3'-8" FOOTING STEPEL.= MINUS 4'-6"(MINUS 5'-6" AT 9'BSMT. OPT.)6068 SGD30 506'-0 1/2"13'-0 1/2"13'-6 1/2"6'-7 1/2"49'-9"30 5010'-6"(2) 2x10 HDR(1) 2X6 JACK EA. END(2) 2x10 HDR(1) 2X6 JACK EA. END(3) 2x8 HDR(1) 2X6 JACK EA. END(3) 2x8 HDR(1) 2x6 JACK EA. END30 508"SEE 05/A2.2W7 1/4"W/ STUDS AT 16" O.C.2x8 STUD KNEE WALL ON 4'-0" HIGHSTEM FNDTN WALLADD R-5 "THERMAX" INSUL.TO SIDEWALLS7 1/4"LINE OF FOUNDATION WALL BELOW2x6 BEARING WALL W/ STUDSAT 16" 1 1/2"1 1/2"4" GRANULAR FILL20" x 8" CONC. FTG.W/ SILL SEALER(TR) 2x6 SILL PLATEGRADER-20 BATT INSUL.BOLT AT 72" O.C.1/2" DIA. x 10" ANCHOR8" T. POURED CONC.FOUNDATION WALL CONC. SLABPER PLANEXT. FIN. PER PLANDOUBLE TOP PLATEHEADER AT WIN.4 MIL POLY8"2"TYVEK WITH SIDINGPER PLAN FL. SYSTEM(EXT. PER PLAN)VAPOR BARRIERR-10 RIGID INSUL.OR APPROV. STRAPMIN. 42"WATERPROOFINGREQ'D. @ TOP OFFDN. WALLR-20 INSUL. @ RIMRIM BOARDCONC. SLAB20" x 8" CONC. FOOTINGFOUNDATION WALLDOUBLE TOP PLATEPER PLANFL. SYSTEM8" T. POURED CONC.1/2" DIA. x 10" ANCHORBOLT AT 72" O.C.R-20 BATT INSUL.2x8 (TR.) SILL PLATEW/ SILL SEALERGRADEEXT. FIN. PER PLANOR APPROV. STRAP3'-6"R-20 SPRAY FOAM INSUL.RIM BOARDR-10 EXT. FDN. INSUL.1/2" SHEATHINGR-5 RIGIDINSULATIONWATERPROOFINGTOP OF FDN. WALLCANT PLATE 1 1/2"SQUASH BLOCKS@ ALL POINT LOADS2x8 STUDS @ 16" O.C.SIDE WALLWALKOUTFDN. ONLY4" WEEPS EVERY 6'WATERPROOFINGAT FOUNDATION4" D. x 8" H. LEDGEPER PLANSUBFLOORFLOOR SYSTEMRIM BOARDCONC. STOOP8" FIN. FLR. 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. WALLSUBFLOORFLOOR JSTS/TRUSSES20"x8" CONC. 2x6 TOP PLATECONC. SLABPER PLANPER PLAN16" O.C. (TYP)2x6 STUDS @2x6 TREATEDPLATESECURED W/POWDEREDACTUATEDFASTENERS@ 24" O.C.1"4"x1/2" TRT'D.PLYWOOD,HOLD UP 1"FROM FTG.EACH SIDEBY ENGINEERFTG. U.N.O.GRADEWINDOW WELL WITH8" POURED CONCRETEPER PLANEGRESS WELLDRAIN FIELDBATT INS.(TR) 2x8" SUBFRAMESOCKED DRAINTILE CONNECTSTO INTERIORN.T.S.MIN. PER EGRESSNOTE:44" MAX. FROMT.O. SLAB TOWIN. EGRESSLADDERPER PLAN HEADER PER PLAN42"4'-4"WATERPROOFINGPER PLANFL. SYSTEMRIM BOARD (BY MFG.)EXT. FIN. PER PLANRIGID INSUL.R-10 EXT. FDN.1/2" EXT. SHEATHINGWATERPROOFING2X8 SILL PLATECANT. 1 1/2"2X8 STUDSPERIMETER OUTSIDE WALLSWATERPROOFING ALLWALLS BELOW GRADE4" WEEPSEVERY 6'4" CONC. SLABFLOOR SYSTEMGARAGE SLAB SLOPE: 4"20" x 8" CONC. FOOTINGPER PLAN20" x 8" CONC. FOOTING8" PER PLAN WATERPROOFINGB.O. FTG.GRADE3'-6" MIN.VAPOR BARRIER4" GRANULAR FILL4" CONC. SLABTOP OF CURBTOP OF FDN.TREATED 2x SILLPLATE W/ SILL SEALERSHEATHINGEXT. MTR'L. PER PLANRIM BOARD (BY MFG.)5/8" GYP. SHEATHINGR-10 EXTERIOR FDN.INSULATION10"6"4"2" CERTI-STUD ATFOUNDATION LEDGER-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOP OFFOUNDATION WALL2x6 SILL PLATEW/ ANCHOR BOLT / STRAPNO CANT. AT GARAGESTD. RIM DETAILHOUSE BASELINE DIM.GAR. OUT TO OUT DIM.NOTE: NO R-5 INSUL.REQ'D. AT GAR./HOUSEINT. COMMON WALLS4" WEEPS EVERY 6'4"(PLATE SIZE PER PLAN)20" x 8" CONC. FOOTINGPER PLANWATERPROOFINGVAPOR BARRIER4" GRANULAR FILL4" CONC. SLAB1/2" 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.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 GRADE2X4 TOP RIBBONXP BOARD4" WEEPS EVERY 6'FLR. TRUSS PER PLANSYSTEMFLR. TRUSS 20" x 8" CONC. FOOTINGPER PLANPER PLANWATERPROOFINGVAPOR BARRIER4" GRANULAR FILL4" CONC. SLAB2X4 RIBBON ATTACH TOP/BTM.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.WITH .135"X3.5" BOX NAILSHOUSE BASELINE DIM.NOTE: NO R-5 INSUL.REQ'D. AT FULL BSMT.2X6 STUDS @ 16" O.C.R-10 EXT. FDN.INSULATION / DRAIN BOARDBELOW GRADEXP BOARD@ 6" O.C. THROUGHOUT4X2 GABLE FLOOR TRUSSSET IN 1 1/2", ALIGN W/ FDN. WALL(1) NAIL INTO EA. WEB4" WEEPS EVERY 6'SYSTEMFOUNDATION 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.2x10TREATEDBACK TO ALLOW HOLD FNDTN. WALLFOR 2x BLOCKING8"8"SCALE:A22FULL FOUND./REAR WALL DTL.3/4" = 1'- 0"SCALE:A23FULL FOUND./SIDE WALL DTL.3/4" = 1'- 0"SCALE:A24EGRESS WELL DETAIL3/4" = 1'- 0"SCALE:A25LOOKOUT DETAIL3/4" = 1'- 0"SCALE:A26WALKOUT DETAIL3/4" = 1'- 0"SCALE:A27BEARING WALL3/4" = 1'- 0"SCALE:A28DETAIL AT STOOP3/4" = 1'- 0"SCALE:A210CORNER DETAIL @ FNDTN. WALL3/8" = 1'- 0"SCALE:A29NON-DROP'D GARAGE/COMMON WALL3/8" = 1'- 0"SCALE:A21BWALKOUT FOUNDATION1/4" = 1'- 0"SCALE:A21BLOOKOUT FOUNDATION1/4" = 1'- 0"SCALE:A21FOUNDATION PLAN1/4" = 1'- 0" FAMILY ROOMBREAKFASTGARAGE30 5020 4020 4020 40(1) SH. & RD.30 5030 5030 504 SH.4 SH. P.H.6'-0"5 1/2"11'-0 1/2"3'-3"3'-3"9'-9 1/2"7'-7 1/2"2'-3"2'-3"4'-6 1/2"11'-0 1/2"17'-0"20'-9"5 1/2"50'-0"5 1/2"12'-6 1/2"5'-8 1/2"5'-9 1/2"5 1/2"22'-0"3 1/2" 17'-7"3'-5 1/2"4'-2 1/2" 5 1/2"19'-7"13'-0 1/2"5 1/2"5 1/2"34'-0"5 1/2"16' x 8' OVERHEAD DOOR8' x 8' OVERHEAD DOOR(2) 3060 MULLED12'-1"5 1/2"6'-0"6'-6"3'-0"1'-11 1/4"16'-1 1/2"1'-11 1/4"19'-0"50'-0"3'-3 1/2"2 1/2"16'-0 1/2"19'-4"5'-7 1/2"6'-10"7"3'-7"2'-1 1/2"4'-11"7'-0"1'-10"5 1/2"4"3'-11"4"6'-0"7'-1 1/2"5'-1"<12'-5"11'-0 1/2"19'-2"31'-0"5'-0 1/2"6'-0"8'-10 1/2"13'-5"16" O.H.SUPPORTBRACKETSLINE OF 2ND FLOORFOYERDININGPORCHRANGEMICRO3'-1"2'-6 1/2"2x6 WALL2x6 WALL3068 ENTRY DR. W/1'-0" SIDELIGHT &TRANSOM ABV.W.I.C.5'-9" 4'-1 1/2" (1) SH. & RD.1'-5"(1) SH. & RD.2'-0"STONE RETURNSTONE RETURNTR42" INSETSTEP3'-0"16'-0"SEE COLUMNDETAIL ONSHEET A1DN (16) EQ. RW/ 10" T.15R AT 8'-4"FLR BRKFLR BRK FLR BRK FLR BRKFLOOR BREAK PER SPEC LEVEL (2) 1 3/4" x 11 7/8" LSL, CONTINUOUS(2) 2x12 HDR, CONTINUOUS(5) 2x44x4 P.T. POST W/ 'SIMPSON' ABA44ZPOST BASE & BCS2-2/4 OR BC40POST CAP OR STRUCTURALCOLUMN W/ 2000# CAPACITY, TYP.(2) 2x4LOW ROOF TRUSSES AT 24" O.C.ABOVE(2) 2x6 HDR(1) JACK, EA. END11 7/8" FLOOR JOISTS ABOVE(2) 2x8 HDRLOW ROOF TRUSSESAT 24" O.C. ABOVE (2) 2x6ROOF GIRDER TRUSSLOW ROOF TRUSSES ABOVE (3) 2x6(2) 1 3/4" x 11 7/8" LVL(FLUSH)(2) 2x6 JOIST (4) 2x4(3) 2x6NOTCH OUT TOP PLATES ANDEXTEND JACK STUDSCOUNTINUOUS TO GIRDER ABV.INSTALL 16 GAGE,1 1/2" WIDE METAL TIE ACROSSNOTCH, EXTENDING 6" PASTOPENING EA. SIDE, MIN. FASTENTIE W/ (8) 10D NAILS EA. SIDE.(2) 2x8(2) 2x10 HDR(1) JACK, EA. END(2) 2x10 HDR(1) JACK, EA. END11 7/8" FLOOR JOISTS ABOVE(2) 1 3/4" x 7 1/4" LSL6'-3 1/2"4'-7"3'-11 1/2"RAILING3'-8"6'-0"POWDER2468266824682 4 6 8 206820682x6 WALL12"D. DROPPEDSOFFIT2x6 WALL3'-9 1/2"2x6 WALL12"D. DROPPEDSOFFIT20'-0"2'-5 1/2"2x6 WALL12"D. SOFFIT34 1/2" H.HALF-WALLW/ 10" T.UP (16) EQ. R.DW20688'-1 1/2"1'-4 1/2"1'-6"11'-0"FURR-OUTWALL 1/2"(3) 2x10 HDR(2) JACKS, EA. END(3) 2x10 HDR(2) JACKS, EA. END(2) 2x8 HDR(2) 1 3/4" x 11 7/8" LSL(2) JACKS EA. END(3)KING EA. END(2) 2x10 HDR(1) JACK, EA. END(2) 2x10 HDR (1) JACK, EA. END(2) 2x10 HDR (1) JACK, EA. END 11 7/8" FLOOR JOISTS ABOVE 11 7/8" FLOOR JOISTS ABOVE 22'-3 1/2" 48'-0" 14'-0"5'-4"2'-8"FRENCHDOORS5'-10"POWDERPANTRYREF 25'-8 1/2" 2 8 6 8 3'-1"6"MUDROOM11 7/8" FLR JOISTS ABOVE 3 1/2"11 7/8" FLOOR JOISTS ABOVE 4"OPTIONAL DIRECT VENT FIREPLACE (SEESHEET F1 FOR F.P. DETAILS ANDSTRUCTURAL MODIFICATIONS)6'-0"3'-9 1/2"3'-10"4'-6"2'-4"KITCHENSTUDY17'-0"OPTIONALGUEST SUITESEE A3/OPT311'-4 1/2" DN (3) R. W/ 10" T. 3'-6 1/2"3'-6" 20 40 6068 SLIDING GLASS DR20 40 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 PAST 4" MAX·ALL WASHERS ON LEFT SIDE & ALL DRYERS ON RIGHT SIDE·WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE W/ R312.2(1) KING(2) TRIMPANTRY34 1/2" H.HALF-WALL16" O.H.SUPPORTBRACKETSDWHOODREFMICRO/OVEN CHIMESFLR BRKMUDROOM30 5030 5030 506'-0"5 1/2"11'-0 1/2"3'-3"11'-0 1/2"5 1/2"11'-0 1/2"4'-2"9'-0"5 1/2"1'-10"5 1/2"3'-1"6"24681668BEDROOM #5LINEN(4) SH.W.I.C.(1) SH. & RD.P.H.24" T.B.BATH12"DP.SOFFIT5'-0"2x4 PLUMBINGWALL4'-7 1/2"3'-1 1/2"7'-0"2468 26683'-9"2'-6"1'-4 1/2"3'-0"W.I.C.2 8 6 8 246811'-0"DN (3) R. W/ 10" T.11'-0"<5'-7 1/2" 4'-1 1/2" (1) SH. & RD. 1'-7"(1) SH. & RD.7'-0"7'-7"FLR BRKFLR BRK(2) 2x8 HDR(2) 2x6 HDR(1) JACK, EA. END(2)1 3/4" x 11 7/8"LSL FLUSH(2) 2x4(2) 2x6BEDROOM #42468246820682 4 6 826682468 (1) SH. & RD.(1) SH. & RD.OWNER'S W.I.C.OWNER'S BATHW/ 10" T.DN. (16) EQ. R.20 40(2) 3050 MULLED5 1/2"15'-2 1/2"5 1/2" 25'-8 1/2" 5 1/2"11'-0"5'-0"2'-1"11'-7"5 1/2" 34'-0"5 1/2"12'-1"5 1/2"6'-0 1/2"5 1/2"9'-4"5 1/2"7'-3 1/2"3'-0"9'-4 1/2"5 1/2"6'-6"9'-6"8'-4"25'-8"3'-6"3'-6"3'-10"1'-8"6'-2"4'-5 1/2"7'-2 3/4"5'-10 1/4" 3'-4 1/2"8'-6"3'-7"1'-8 1/2"9'-6"4'-0" 2'-4"HALL2'-11"LINEN(1) SH. & RD.(1) SH. & RD.5068 BI-PASS2668266816681668P.H.LINEN16682468 24682468 2468P.H.24" T.B. 4 SH.4 SH.(1) SH. & RD.1'-2 1/2"8'-4"5'-3 1/2"6'-9 1/2"3'-6 1/2"3'-11 1/2"4'-0"7'-0"3'-6"2'-1"5 1/2"1'-8"3'-4"6'-6"3'-6 1/2"4'-9"2x6 WALL5'-1"2'-2"7'-7"3'-4"5'-0 1/2" 1'-6" 2x6 WALL 5'-0"4'-0"BEDROOM #2BEDROOM #3PLANT SHELF AT 42" AFFW/ VENEER PLYWD.CAP & PRINCETON TRIM5 1/2"10'-10 1/2"5'-0"11'-0"15'-6 1/2"5'-11"7'-5 1/2"19'-3 3/4"8'-3"50'-0"9'-0 3/4"20 20(2) 30 50 MULLED(2) 30 50 MULLED(3) 30 50 MULLED20 205'-5"24" T.B.34" x 48"SHOWER.ACRYLIC6" TALLTILE BORDER2'-3"2'-11 1/2"TR32x60 W/SH 32x60 W/SHFURR-OUTWALL 1/2"(2) 2020 MULLED1'-11 1/2"2x6 WALLFLR BRKFLR BRKFLR BRKFLR BRK OWNER'S W.I.C.CLG. ACC. 22" x 30" (3) 2x6 JACKS EA. ENDROOF GIRDER TRUSSGABLE END ROOF TRUSS@ 24" O.C. - TYPICALROOF TRUSSES ABOVEGABLE END ROOF TRUSS @ 24" O.C. - TYPICAL ROOF TRUSSES ABOVE @ 24" O.C. - TYPICAL ROOF TRUSSES ABOVENOTCH OUT TOP PLATES ANDEXTEND JACK STUDSCOUNTINUOUS TO GIRDER ABV.INSTALL 16 GAGE,1 1/2" WIDE METAL TIE ACROSSNOTCH, EXTENDING 6" PASTOPENING EA. SIDE, MIN. FASTENTIE W/ (8) 10D NAILS EA. SIDE.(3) 2x8 HDR(2) JACKS EA. END(3) 2x8 HDR(2) JACKS EA. END(2) 1 3/4" x 9 1/2" LSL(2) JACKS EA. END(3)KING EA. END(2) 2x10 HDR(1) JACK EA. END(2) 2x10 HDR(1) JACK, EA. END(2) 2x10 HDR(1) JACK, EA. END(2) 2x10 HDR(1) JACK, EA. END(2) 2x10 HDR(1) JACK, EA. END@ 24" O.C. - TYPICAL ROOF TRUSSES ABOVE 2868WIRE SHELF @ 64" A.F.F.FLRBRKLAUNDRYOWNER'S SUITERAILING2x6 WALL1'-11 1/2"LINEN(4) SH.42" H. HALFWALL2668P.H.5'-4"5 1/2"2x6 WALL12"D. DROPPED SOFFIT2x6 WALL5068 BI-PASS5068 BI-PASSWD5'-7 1/2"1'-3" (2) 2x10 HDR (1) JACK, EA. END FREE STANDINGLAUNDRY TUB OPTION40 362068246824689'-3 1/2"5 1/2"5'-5"5'-7 1/2"1'-3"2x6 WALL<24" T.B.P.H.1'-11 1/2" 8'-1"TILEDSHOWERBASE2'-7"SHOWERCONTROLS2'-9 1/2"2x6 WALL 24" T.B.2020 FIXED (SAFETY)FRAMED GLASS SHOWERSURROUND FROM 42"A.F.F. TO 92" A.F.F.42" H. 2x4 TILEDHALF-WALL, SLOPED CAPFOR DRAINAGERAISED PLATFORM,SEE DETAIL 24/A6BULLNOSE TILE AT WDW ANDFRAMED GLASS OPEININGSCORNER BENCHFRAMED @ 18" HIGH TILEDTOP AND FACE W/ SLOPEDTOPSHELF LEDGE2X6 WALL FRAMED 18" HIGH.TILED W/ SLOPED TOP3'-5"1'-0"3'-6"1'-4"2x4 WALL5 1/2"3'-6"5'-7"3'-0"LINEN(4) SH.NOTE:SEE 24/A6 DETAIL PAGE FOR TILE SHOWER DETAILSFLR BRK(2) 2x10 HDR (1) JACK, EA. END SCALE:A31MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A3OPT1GOURMET KITCHEN OPTION1/4" = 1'- 0"SCALE:A3OPT3MAIN FLOOR GUEST SUITE OPTION1/4" = 1'- 0"SCALE:A32UPPER FLOOR PLAN1/4" = 1'- 0"SCALE:A3OPT2SERENITY SHOWER OPTION1/4" = 1'- 0"Temper-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 11 7/8" IJST. / LSL25/32" OSB SUBFL.RIM CONST. - R-20 MIN. 2x8 TR. SILL PLATE W/ A.B.BOTTOM OF TOP CHORD11 7/8" IJST.25/32" OSB SUBFL.VAPOR BARRIERR-49 BLOWN INSULATIONEXTEND SHTG. TO5/8" DRYWALL CLG. (TYP.)CEILING(WINDWASH)MANUF. TRUSSES24" O.C.12PER PLANBATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL WALLS W/ 4 MIL. POLY (TYP.)1/2" BUILT-RITE SHTG TYP.VAPOR BARRIER2x6 STUDS 16" O.C.WALL CONST.VINYL SIDINGHOUSE WRAPR-20 SPRAY FOAM INSULATIONRIM CONST. - R-20 MIN. 1/2" BUILT-RITE SHTG TYP.BATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL WALLS (TYP.)11 7/8" RIMBOARDHOUSE WRAPVAPOR BARRIER2x6 STUDS 16" O.C.ROOF CONST.STD. ENERGYHEEL HT.ASPHALT SHINGLES PER SPECS.WATERGUARD ICE BARRIER AT EAVESVINYL SOFFIT AND ALUM FASCIAWALL CONST.VINYL SIDING7/16" OSB. SHTG.INSUL. CHUTES/EA. TRUSS SPACE15# FELT2x6 SUBFASCIAMIN. 6"1/2" BUILT-RITE SHEATHINGR-20 SPRAY FOAM INSULATION11 7/8" RIMBOARD (NOTE: SEE SHT.1/2" BUILT-RITE 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)CANT. I JOIST 1 1/2", W/ STD. RIMADD SQUASH BLOCKS@ ALL POINT LOAD LOCATIONS.A2 FOR SIDE WALL / REAR WALL DTLS.)ADD INVERTED HANGER AT REAR WALL.XP BOARD TO GRADE6" GRAVEL FILL6 MIL POLY / LAPPED 12" 3 1/2" CONCRETE SLAB8" POURED CONC. WALLFDN. WALL CONST."WATCH DOG" WATERPROOFING2 3/8" "WATCHDOG" (R-10)NOTE: R-5 INSUL.REQUIRED AT WALKOUTSIDE WALLS ONLY20x8 CONC. FTG.ORSIZED PER STRUCT.ENGINEERINGINSUL.R-49 11 7/8" LSL JOISTS8'-4" AT 8' BSMT. 8"T.O. FDTN.GRADET.O. FOOTINGB.O. FOOTING8'-1 1/8"9'-1 1/8"1ST FLOOR2ND FLOORT.O. PLATET.O. PLATE1'-0"TYP.CLOSETBASEMENTBASEMENT11 7/8" FLOOR JOISTS11 7/8" LSL JOISTSW/ 10" TREADS (16) EQUAL RISERS(15) EQ. R.WITH10" TREADSBOX STAIR(OPT. (16) EQ. R. AT9' BASEMENT)HEADROOM 6'-8" MIN HEADROOM 6'-8" MIN 3'-3"OWNER'S BATHLAUNDRY RMLINENMUDROOMW.I.C.PANTRYKITCHENR-20 MIN. WALLINSUL.9'-0" AT 9' BSMT. OPTION 11 7/8" FLOOR JOISTSHOUSE WRAP CUTTING PATTERN12CUT HOUSE WRAPPER DIAGRAM.CUT UPPER FLAP AT45.FLEX WRAPWINDOW OPENINGWRAP TO SILL OF APPLY 10" FLEXUNDER HEAD INSTALL WINDOWINSTALL JAMBSTRIPS OVERINSTALLED WINDOWHOUSE WRAP FOLDHOUSE WRAP FOLDSTRIP UNDER UPPERINSTALL HEADUPPER FOLDAND TAPE OVERCUT SEAMSOVER 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 / FASTEN.TAPETAPEWINDOW WRAP.CAP UNDERINSTALL DRIPDOWN EACH SIDE.BEND CORNERS34567895'-0"2'-10 1/2"7'-10 1/2"4x4 TRTD POSTSEE A1 FORCOLUMN DETAIL℄SOFFIT / CLG(2) 2X8 BEAM12ELEVATION 'B'4x4 TRTD POSTSEE A1 FORCOLUMN DETAIL℄SOFFIT / CLG(2) 2X8 BEAM3.7512ELEVATION 'A', 'E'4x4 TRTD POSTSEE A1 FORCOLUMN DETAILSOFFIT / CLG(2) 2X8 BEAM12ELEVATION 'C', 'D'5'-0"4x4 TRTD POSTSEE A1 FORCOLUMN DETAIL℄SOFFIT / CLG(2) 2X8 BEAM12ELEVATION 'F'2'-10 1/2"5'-0"7'-10 1/2"℄2'-10 1/2"7'-10 1/2"5'-3"2'-7 1/2"7'-10 1/2"8'-8 3/16" 1ST FLR TO T.O. FASCIA 3.753.753.751st FLR.8'-8 3/16" 1ST FLR TO T.O. FASCIA1st FLR.8'-8 3/16" 1ST FLR TO T.O. FASCIA1st FLR.8'-8 3/16" 1ST FLR TO T.O. FASCIA1st FLR.SCALE:A41TYP. WALL SECTION3/8" = 1'- 0"SCALE:A43HOUSE WRAP DETAIL @ WINDOWN.T.S.LENNAR WILL BE INSTALLING A "PASSIVE RADON READY" SYSTEM.ALL BASEMENT SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY6 MIL POLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURES WILL BESEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USING POLYURETHANE CAULK ORELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMP BASKETS WILL HAVE SEALED LIDS.LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THE DRAIN TILESYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILL USE THE SHORTEST ROUTETO EXIT THE ROOF SYSTEM, WITH A MAX. OF (2) 90 DEGREE ELBOWS. IN UNCONDITIONED AREAS,THE RADON EXHAUST PIPE WILL BE INSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED"RADON REDUCTION SYSTEM" AT ALL ACCESSIBLE LOCATIONS. ALSO, ALL RADON PIPES WILL BELABELED AT ALL FLOORS FOR FUTURE REFFERENCE.AT ROOF EXIT LOCATIONS, WE WILL MAINTAIN A 10' DISTANCE TO ANY WINDOW LOCATION, 2'BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THE LOCATION OF THE EXIT POINT, INTRUSS AREA, WILL BE CLEAR OF ANY OBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36"VERTICALLY. LENNAR WILL INSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUSTFAN ADDITION.RADON NOTE:SCALE:A42SECTION (ELEV. "A" SHOWN, OTHERS SIMILAR)1/4" = 1'- 0"SCALE:A44SECTION AT PORCH1/4" = 1'- 0" DUPLEX CONVENIENCE OUTLETDUPLEX OUTLET ABOVE COUNTERWEATHERPROOF DUPLEX OUTLETHALF-SWITCHED DUPLEX OUTLETDUPLEX OUTLET IN FLOOR220 VOLT OUTLETWALL SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHCEILING MOUNTED INCANDESCENT LIGHT FIXTURERECESSED INCANDESCENT LIGHT FIXTURELIGHT FIXTURE WITH PULL CHAINFLOURESCENT LIGHT FIXTUREEXHAUST FANCHIMESSMOKE DETECTORTHERMOSTATELECTRIC PANELPCSSS43WPELECTRICAL KEY DUPLEX OUTLET (GROUND FAULT PROTECTED)GFIPRECESSED INCANDESCENT EYE BALL FIXTURECARBON MONOXIDE DETECTORELECTRIC VEHICLE CHARGER ROUGH-IN (OPTIONAL)LED FIXTURELMULTI-MEDIA JACKEVCMMTCMSDCHPLUGMOLD PMAND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS1. THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBINGSUCH AS JOISTS, TRUSSES AND STUDS.GENERAL NOTES ELECTRICAL AND/OR GAS HOOK-UP REQUIREMENTS, THIS INCLUDES2. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCEBUT IS NOT LIMITED TO WASHER, DRYER, RANGE/COOKTOP,MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE),DISHWASHER AND REFRIGERATOR.5. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLESAT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR:REQUIREMENTS OF ALL GOVERNING CODES.AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE4. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.TELEVISION.........14"TELEPHONE........14"OUTLETS.............14"SWITCHES...........42"AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)3. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS<TCHIMESGARAGEGFIPORCH<<6'-0"6'-6"REF DISP.<TO SWITCH AT2ND FLRTO FIXTURE ATBASEMENTEQ.EQ.ADDITIONAL LIGHT WITHFULL PORCH ELEVATIONSMM MM 3'-0"EP6'-0"5'-10"CAPPEDFIXTURE R.I. DWCLG. MNT. FOR G.D.O. CLG. MNT. FOR G.D.O.SEE F1 FOROPTIONALFIREPLACETO SWITCH ATFIRST FLOORWDMM W/ CFRIFD BATH ROUGH-INTO SWITCH AT1ST FLOORDEDICATEDCIRCUITOPTIONAL WET BAR ROUGH-INOUTLET REQUIREDW/I 8' OF WATERMAINNOTE:SEE FLOOR PLAN SHEETS& PANEL FOR OPTIONSSCALE:A51MAIN FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A52UPPER FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A53FOUNDATION ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A53AWALKOUT FOUNDATION ELECTRICAL PLAN1/4" = 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 VARYSHEATHING12'-0"PLYWD. DIM.ALUM. SOFFITW/ALUM.2 x 6 SPF1/2" OXBOARD SHEATHINGGABLEEND TRUSS(WHERE APPL.)2x6 FOR LOOK OUTSUSE SCRAP 2x4 ORNOTE:ENG'DFASCIA2x4 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-JOISTCABINETDOUBLE TOP PLATE1'-0"1'-3"3"5/8" GYP. BD.1/2" GYP. BD.UPPERPER PLANHANGER(2) MICROLAM BEAMSHANGER1/2" GYPSUM BD.SUBFLOORNOTE:FOLLOW MFG'S NAILINGPATTERN FOR HANGERFLOORSYSTEMPER PLANFLOORSYSTEMPER PLANFLOOR SYSTEM PER PLAN1/2" GYPSUM BD.SUBFLOOR(2) 2 x HEADERS1/2" OSBDOUBLE TOP PLATESILL PLATESILL/ TILT TO OUTSIDEHEADER(1) 2X6 TRIMMER U.N.O. VARIES 8'-1 1/8" or 9'-1 1/8" TYPICAL VARIES 7'-0" OR 8'-0" (MAIN FLOOR) / 6'-11 3/8" (2ND FLR.) (R.O.)(R.O.)ON FLOOR PLAN(REFER TO PLAN)FOR WATER DRAINAGERUN TRIMMERS TOBOTTOM OF HEADER(SEE PLAN)BOTT. PL.10"2x12 STRINGERS3'-0"10"7 3/4" MAX.(3) 2x12 STRINGERS5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)UNLESS NOTED OTHERWISE IN CONSTR. WORK ORDERPARTICLE BOARD TREADS & RISERS3"6 1/2" W. x 3/4" T.WOOD CAP5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)ALLOW 6'-8" MIN. HEADROOMNOTE:REFER TO SELECTIONS FOR REFER TO PLAN OR WORK ORDER FOR RAIL AND FINISH TYPE(S)NOTE: THIS DETAIL IS FOR FRAMING PURPOSES ONLY4"MAX.RAIL TYPE3/4" PLYWOOD1 1/4" RIMBOARDSUBFLOORFACE OF RISER3/4" PLYWOOD1 14"7 3/4" MAX.11 14"FLOORSYSTEMPER PLANMAX.MAX.1 14"11 14"MAX.MAX.2x4 TO EXTEND 1 1/2"BEYOND 2x AT EA. ENDCAULKNOTE:5 DEG.2 x W/BEV. TOP"Z" FLASHINGSMOOTH FINISH 2x4EXT. FINISH PER PLANSEE PLANVARIESROUGH OPENINGROUGH OPENINGSUBFLOORCRIPPLEHEADER PLATEDOUBLE TOP PLATE9'-1 1/8" OR 8'-1 1/8" TYPICAL STUDSNOTE: THIS DETAIL IS FOR FRAMINGPURPOSES ONLY, REFER TO SPEC'S. BOX NEWELSTARTER1 3/4" RIM BD.1/2" GYP.SUBFLR.PER PLANFLR. SYSTEM3'-0" FROM FIN. FLR.FOR RAIL & FINISH TYPES TREADPOSTSTONE CAPOR ROWLOCK BRICKFLASHING - CONT.CAULKSHEATHING15# FELT1" AIR SPACESTUD WALLSIDING PER PLANSLOPED TO DRAINSHEATHING ONCEDAR 5/4x BLOW UP DETAIL1 1/8"CAULK"Z" FLASHING"Z" FLASHING4"MINIMUM FINISH MTR'L.PER PLANPER PLANCAULK2x6 FRAMINGFINISH MTR'L.PER PLANWIN. 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 PIER FINISH WIDTH IS PER PLAN(6) 3/8" x 1" LAG SCREWSTOP RAIL OF RAILING1/2" OSB SHEATHINGINSTALL ICE/WATER SHEILDBEHIND B88 CLIPS2X6 BACKER AT MID POINTBOTTOM RAIL OF RAILING24" IS MOST TYPICAL WIDTH2'-0"2x6 SPF MIN. ICE BARRIERVERT. TO ROOFW/ R19 BATT INS.2x6 STUD WALLON 4 MIL POLY1/2" GYPSUM BD.SOFFITSIDING PER PLANSHINGLES, 15# FELT, 48# BASESHEATHINGTRUSS BOT. CHORD5/8" GYPSUM BD.INSULATION BAFFLES (48" L.)ENG'D TRUSSES AT 24" O.C.R-44 INSULATIONDBL. TOP PLATEON 4 MIL POLYROOF VENTS AS REQUIREDSHEATHINGICE BARRIER6"MIN.HEEL HGT.ICE BARRIER TO END THIS POINTNOTE: ICE AND WATER SHIELD TO RUNENTIRE LENGTH OF ALL VALLEYS2 ROWS OF 24" TO INSURECOVERAGE PAST PLATE LINEEXTEND SHEATHING1 1/4" PAST END OF TRUSSFOR 6/12 PITCH ROOF.REDUCE OVERLAP PERSTEEPER PITCH TRUSSES.OVERLAP W/ FASCIAICE / WATER SHIELD5/8" FIRE-RATEDGYP. BOARDEXTERIORSHEATHINGWRB CONT. ONVERTICAL &HORIZONTALPLANES ATTUCKUNDER,TAPE ALL SEAMSR-20 SPRAYFOAM AT RIM6" DIA. R-4.2 INSULATEDFLEX-DUCT, HELD TIGHTTO FLOOR ABV.TYP. EXTERIORWALL: 2x6 STUDFRAMING W/ R-21BATT. INSULATIONTHERMOPANR-19 MIN. SPRAYFOAM INSUL.PER TABLE R402.1.1WRB CONTINUOUS ONVERTICAL AND HORIZONTALPLANES AT TUCKUNDER,TAPE ALL SEAMSTUCKUNDER FLOOR CAVITIESW/O HVAC BLOWN FULL W/ 11-7/8"FIBERGLASS L-77 INSULATIONI-JOIST FLRSYSTEMGARAGEHOUSEHOUSEELASTOMERICCAULK ATCORNER(BY INSULATORS)8" 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-BEARINGN/AN/A1FLASHING DETAIL3"= 1'-0"2NAILER DET.1"= 1'-0"N/A3FLUSH BEAM1"= 1'-0"4DROP'D. BEAM1"= 1'-0"5EAVE/RAKE1"= 1'-0"8STONE SILL DETAIL1" = 1'-0"91011M. FLR. WIN. HDR.1" = 1'-0"12UPPER FLR. WIN. HDR.1" = 1'-0"13TYP. STUD LAYOUT1" = 1'-0"1516DOOR FRAMING1" = 1'-0"17WINDOW FRAMING1" = 1'-0"19RAIL DETAIL1" = 1'-0"201x2 NAILER @ WINDOW3" = 1'-0"21TRIM DETAIL3" = 1'-0"14PIER / RAIL DTL.3/4"" = 1'-0"6SOFFIT DETAIL1"= 1'-0"7STONE CAP1"= 1'-0"18STAIR FRAMING DETAIL1/2" = 1'-0"22TYPICAL OVERHANG DETAIL1" = 1'-0"23FLOOR ABV. GARAGE INSUL. DETAIL1" = 1'-0"24SERENITY SHOWER OPTION DETAILS1 1/2" = 1'-0"Fill entire cavity tomaintain R-value ofadjacent cavities. PAGE DESCRIPTION:PAGE NO.: PLAN NO. FIREPLACEFIREPLACESFIREPLACES REVISIONS Sheet:1of4A complete Javelin® framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformaƟonLack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.*Conventional construction code minimum for usewith A3 only. See the Weyerhaeuser TJI®Specifier's Guide, #TJ-4000, for A3.1-A3.3installation specifications and applications.Plate nail - 16d (0.135" x 312")at 16" on-center*Floor panel nail - 8d (0.131"x 212") at 6" on-center*Toe nail - 10d (0.131" x 3")at 6" on-center*114" TimberStrand®LSL or118" TJ® rim board.*When sheathing thickness exceeds 78",trim sheathing tongue at rim boardA3A3.2A3.1 A3.3Load bearing or braced/shear wallabove (must stack over wall below)Blocking panel: 118" TJ® Rim Board, 114"or 112" TimberStrand®LSL or TJI® joist.Web stiffeners requiredon both sides at B1Wand B2W ONLYB1WB1B2B2W116"2x4 minimumsquash blocksBlocking panels may be required with braced/shearwalls above or below — see detail B1Use 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"BlockingpanelEnd of joistsat centerlineof supportB4Load bearing or shear wallabove (must stack overwall below when present)2'TJI® JOIST2"2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.E1 ALTTimberstrand ® LSL rim boardto match TJI® depthWARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges.E1E1WWeb stiffenersrequired on bothsides at E1W ONLY118" TJ® Rim Board or114" or 112" TimberStrand® LSL.Nail with 10d (0.131" x 3")nails, one each at top andbottom flange.Variable slope joisthanger. Beveled webstiffener required eachside.LSTA24 (Simpson Strong-Tie or USP StructuralConnectors) strap with twelve 10d (0.148 x 112")nails required at H5S with slopes greater than 3:12H5H5SStrap nails:Leave 238" minimumend distanceAdditional blockingmay be requiredfor shear transfer.H5S is allowed only with joist depths < 16''_LOLDouble joistmay be requiredwhen L exceedsjoist spacing2x_ overhang. Notcharound TJI® joist topflange.Blockingas requiredEnd wallR5Beveled web stiffeners required onboth sides. Cut to match roof slope.2x4 block for soffit supportBIRDSMOUTH CUT allowed at low end of joist only 2'-0"maximumTJI® joist flangemust bear fully onplate.Birdsmouth cutmust notoverhang insideface of plate.R92x4 one side. Use 2x6 ifjoist spacing is greater than24" on-center.10d (0.128" x 3")nails at 8"on-centerBeveled 2x4 blockBeveled web stiffenerson both sidesBIRDSMOUTH CUT allowed at low end of joist only4'-0"minimum2'-0"maximumR14Strap nails:Leave 238" minimumend distanceDouble beveled bearing platewhen slope exceeds 14:12LSTA18 (Simpson Strong-Tie® or USPStructural Connectors®) strap withtwelve 10d (0.148" x 112") nailsAdditional blockingmay be required forshear transferWeb Stiffener required onboth sides at R14W ONLYWR7R7Web stiffenersrequired on bothsides at R7W ONLYBeveled bearingplate required whenslope exceeds 14:12INTERMEDIATE BEARINGBlocking panels or shear blocking may bespecified for joist stability at intermediate supportsR7STwist strap and backer block required atR7S with slopes greater than 3:12. SeeNailing Requirements at Bearing inWeyerhaeuser Installation Guide for Floorand Roof Framing, TJ-9001.R7S is allowed only with joist depths < 16''_NAILING FOR TOP & BOTTOM PLATE TO SHEATHING & CEILING/ROOF MEMBERSSHEATHING NAILING(16d PNUEMATIC NAILS)NAILS/FT16" o.c.24" o.c.NON-HURRICANE PRONE REGIONS 3 4 6HURRICANE PRONE REGIONS 4 6 8120 MPH WIND AREA 5 7 10CEILING/ROOF MEMBER SPACINGP5L13 P6Header to columnHeaderColumnColumn to Top PlateFraminganglesas requiredTrimmerStud (s)Plate widthmust equal wallthickness toprovide lateralbracing. (Platenot required ifheader widthequals the wallthickness.)Trimmerstud (s)Doubletop plateFraminganglesas requiredSolid blocking isrequired if columnand trimmer studsdo not extend tosill plateBlockingpanel asrequiredTrimmerstud (s)Framinganglesas requiredRimboardSill PlateSoleplateColumnColumn to Bottom PlateA notch and hole shall not occurin the same cross sectionMaximum diameter:*138" for 312" thick walls*2316" for 512"-1114" thick wallsMaximum notch:One hole may be cut anywwhere along the length ofthe stud or column but must be at least 58" from the edge.One notch may be cut anywhere except themiddle 13 of the length of the stud or column.*78" for 312" thick walls*138" for 512"-1114" thick walls58" Minimumedge distanceL/3L/3L/3Allowable Holes and Notches*Note: Field skewableframing angles requiredfor sloped top plateconnectionsWB2Connection of double top plate to outlooker must bedesigned to tranfer lateral load to roof.Connect outlooker to double topplate with angle clip (565 lbs min.for Load 1) at 24" o.c.2x_ outlookerContinuous tall-wall framing(from sill plate to top plate)4" o/c nailingrequired fromsheathingto outlookerBlocking betweenoutlookers asrequiredConnect outlooker to trusswith (2) 16d nails for 2x4,(3) 16d nails for 2x6 or 2x82' maxWB3Loads must be trackedto foundation by designerof recordTrusses by othersat 24" on centerConnect truss todouble top platewith one angleclip (545 lbs min.for Load 2) at24" o.c.Gable end wall2x_ solid sawn angle braces toconnect double top plate to roof @ 2'-0"o.c. along length of wall fit snug betweenthe two bays. Connect with (3) 16d nails.2x_ solid sawn connected to topof bottom chord with (3) 16d nails at2'-0" o.c. along length of wall, back 8'-0"Wall bracing is necessary if double top plate is not attacheddirectly to the roof/floor diaphragm.25° to45°Member OrientationPlate width must equal wall thicknessto provide lateral bracing (plate notrequired if header equals wall thickness)MULTIPLE MEMBER CONNECTIONS FOR POINTLOADED COLUMNS2 PLY 3 PLY 4 PLYUSE 16d (0.131" x 314") PNEUMATIC NAILS4 PLY ALTERNATE: 2 ROWS, 12" DIAMETER BOLTS AT 8" ON-CENTERMULTIPLE MEMBER CONNECTION FOR NON POINT LOADEDCOLUMNS2 PLY, USE (2) ROWS 16d PNEUMATIC NAILS AT10" O.C.3 PLY'S AND GREATER, USE (2) ROWS 16d PNEUMATIC NAILS (EACH PLY) AT 8" O.C.- STAGGER 2" PER PLYDO NOT cut, notch or drillholes in headers or beamsexcept as indicated inillustrations and tables.DO NOTcut or notch flange.DO NOTcut holes in cantileverreinforcement.112" hole may be cutanywhere in web out-side of hatched zoneMin. distance from Table ANo field cutholes inhatchedzonesMinimum distance from edge of hole to inside face of nearest end supportminimum(applies to all holesexcept knockouts)Table A - End Support6"6"1L12 x D1DDL2 x Lminimum226"6"2ALLOWABLE HOLES - TJI® Joists1.3E TimberStrand®LSL allowed hole zoneddMicrollam®LVL andParallam® PSLallowed hole zonemiddle 13 span1.3E TimberStrand®LSL hole zoneMicrollam®LVLand Parallam® PSLhole zone2 x diameter of thelargest hole (minimum)d13 depth1"2"134"Maximum RoundHole SizeHeader or Beam Depth438"714"- 20"512"See illustration for Allowed Hole ZoneOther Trus Joist® Headers and Beams1.55E TimberStrand®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams13 depth2 x diameter of thelargest hole (minimum)8"See illustration for allowed hole zone1114"-11 78"14"-16"914"-912"358"458"3"No holes in headers or beams in plank orientation.Round holes onlyGeneral NotesGeneral NotesNo holes in headers or beams in plank orientation.Allowed hole zone suitable for headers and beams with uniform loads only.Round holes onlyNo holes in cantilevers.Allowed hole zone suitable for headers and beams withuniform and/or concentrated loads.Maximum RoundHole SizeHeader or Beam Depth8"Allowed hole zoneMin. distance from Table BDo not cut holes largerthan 112" in cantilever6"Closely grouped roundholes are permitted ifthe group perimetermeets requirements forround or square holes.10'-0" 11'-6"3'-0"1'-0"1'-0" 1'-6" 9'-0"9'-0"6'-6"4'-6"1'-0" 1'-0"1'-0"3601'-0"12'-0"17"13"15'-6"15'-6"SQUARE OR RECTANGULAR HOLE SIZEMinimum distance from edge of hole to inside face of nearest intermediate or cantilever support16'-6"16'-0"21'-0"20'-6"18'-0"17"17'-0"For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be locatedat the center of the joist span provided that no other holes occur in the joist.Distances are based on the maximum uniform loads from current Trus Joist specifier's guides. For other load conditions or holeconfigurations use Forte® software or contact your Weyerhaeuser representative.15"8"10"6"4" 12"17"15"12"10"8"6"4"16'-0"15'-6"Holes may be located vertically anywhere within the web. Leave 18" of web (minimum) at top and bottom of hole.Knockouts are located in web at approximately 12" on-center; they do not affect hole placement.1'-0"1'-0"1'-0"1'-0"Rectangular holes based on measurement of longest side.18"20"1'-0"5605603603601'-0"1'-0"1'-0"1'-0" 1'-6"1'-0"2'-0"3'-0"3'-0"6'-0"6'-0"12'-0"5'-6"16'-6"11'-0"15'-0"10'-0"6'-0"9'-0"6'-0"3'-0"1'-6"4'-0"1'-0"1'-0"1'-0"1'-0"16'-6"18'-0"16'-6"14'-0"8'-6"7'-0"9'-0"11'-6" 16'-6"12'-6"14'-6"19'-6"17'-6'19'-0"20'-0"19'-6"10'-0"17"11'-0"13"10'-6"ROUND HOLE SIZETable B - Intermediate or Cantilever Support11'-0"10'-0"15'-0"13'-6"4'-0" 8'-6"2'-6"2303'-0"1'-0"1'-0"1'-0"1'-0"3'-0"3'-0"1'-0"1'-0"4'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"16"14"2305603601'-0"1'-0"1'-0"2305602103601'-0"1'-0"1'-0"1'-0"1178"1'-0"2303601102105602'-0"1'-0"1'-6"3602101103'-0"1'-0"1'-0"9'-6"5'-6"1'-0" 2'-6"1'-0"1'-0"1'-0"1'-6"2'-6"3'-0"1'-0"1'-0"1'-6"2'-0"1'-0"5'-6"5'-6"3'-6"11'-0"10'-0"4'-0"7'-0"6'-6"6'-6"10'-6"13'-6"12'-6"6'-0"9'-6"3'-6"8'-6"6'-0"2'-6" 5'-0"4'-0"1'-0"4'-6"7'-0"2'-0"8'-0"5'-6"2'-0"1'-6"4'-6"4'-0"9'-0"10'-0"11'-0"4'-6"12'-0"8'-6"9'-0"8'-6"6"3"1'-0"1'-0"1'-0"1'-0"1'-0"2'-6"2'-6"912"TJI®2101102"2'-0"2'-0"18"20"1'-0"3605605603601'-0"1'-0"1'-0"5601'-0"4"4"3'-6"3'-6"612"8'-0"7'-6"878"11"1'-0" 2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"8"10"1'-0"10'-0"5'-0"11'-0"5'-0"1'-0"2'-0"7'-0"7'-0"5'-0"12"7'-6"15"7'-6"3'-6"2'-0" 4'-6"4'-6"2'-0"1'-6"3'-6"2'-6"1'-0"1'-0"1'-0"3'-0"1'-0"1'-0"2'-0"4'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"1'-0"3'-0"3'-0"1'-0"1'-0"13'-0"6'-0"2'-0" 10'-0"10'-6"13'-6"12'-0"11'-0"14'-6"13'-0"1'-0"3'-6"2'-0"5'-0"9'-0"7'-6"1'-0"5'-0"4'-0"2'-6" 6'-6"4'-6"10'-0"9'-0"13'-6"16'-0"14'-6"13'-6"12'-6"15'-0"14'-0"10'-0"12'-0"11'-0"10'-6"10'-0"8'-6"3'-6"5'-0"1'-0"6'-0"9'-6"5'-0"10'-6"5'-6"3'-0"2'-6"8'-0"8'-0"7'-0"12'-0"9'-0"9'-6"2'-0"6"1'-6"1'-0"1'-0"3"1'-0"3'-0"2'-6"2'-0"1'-6"2"1'-0"1'-0"1'-0"1'-0"1'-0"4"4'-0"3'-6"4"612"7'-6"6'-6"11"878"10'-0"12'-0"11'-6"11'-0"10'-0"5'-0"6'-6"4'-0"2'-6"11'-0"9'-6"8'-0"3'-0"8"4'-6"10"13'-6"14'-6"14'-6"14'-0"12'-6'11'-0"15"12"13"11'-0"11'-0"SQUARE OR RECTANGULAR HOLE SIZE13"6'-0"7'-0"ROUND HOLE SIZE1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"2'-0"2'-0"1'-6"1'-6"1'-0"1'-6"1'-0"2'-0"2'-6"1'-6"56016"14"1'-0"3602102305601'-0"1'-0"1'-0"2102301101'-0"1'-0"1'-0"1178"912"1102303602101'-0"1'-0"1'-6"1'-0"1102303602101'-0"1'-6"1'-6"1'-0"8'-0"3'-0" 4'-0"1'-6"1'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-6"8'-0"5'-6"2'-6"3'-0"6'-6"3'-6"4'-0"9'-0"3'-6"4'-0"3'-0"6'-0"7'-0"5'-6"1'-6"2'-0"3'-0"2'-0"2'-0"3'-6"2'-6"2'-0"2'-0"2'-6"3'-0"2'-6"4'-0"3'-6"3'-0"3'-0"5'-6"6'-6"7'-0"6'-0"3"JOISTDEPTHTJI®2" 4" 878"11"1'-6"2'-0"1'-6"2'-6"2'-0"2'-0"3'-6"2'-6"1'-0"1'-6"1'-0"1'-0"1'-6"1'-0"1'-0"3'-0"2'-6"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"1'-6"1'-0"5'-6"4'-6" 8'-0"4'-0"2'-6"1'-0"1'-0"4'-0"2'-0"2'-0"5'-0"2'-0"1'-6"2'-0"3'-0"2'-6"2'-0"9'-6"8'-0"9'-0"8'-0"10'-0"7'-0"6'-6"9'-0"9'-0"8'-6"8'-0"7'-0"6'-0"6'-6"2'-0"3'-6"2'-6"2'-6"2'-6"4'-6"3'-6"3'-0"3'-6"3'-0"2'-6"2'-6" 3'-6"5'-0"4'-6"4'-0"7'-6"7'-0"6'-6"6'-0"3"2" 4" 11"878"612"5'-6"5'-0"5'-6"6'-0"3'-0"3'-0"4'-6"2'-6"2'-0"2'-6"1'-6"4'-6"1'-0"1'-6"3'-6"5'-6"2'-6"2'-6"612"4'-6"5'-0"5'-0"5'-6"5'-0"5'-6"6'-6"4'-6"3'-6"4'-0"4'-0"7'-0"3'-6"3'-0"6'-0"7'-0"6'-6"5'-0"3'-6"3'-6"5'-0"3'-0"2'-6"2'-6"2'-0"5'-0"1'-6"1'-6"4'-0"6'-0"3'-0"2'-6"5'-6"5'-6"6'-6"5'-0"4'-0"4'-6"5'-0"7'-6"4'-0"3'-6"6'-6"7'-6"7'-0"5'-6"5"5"7"7"1'-6"2'-6"3'-0"5"4'-6"5'-0"2'-6"3'-0"6'-6"5'-6"1'-0"5'-6"3'-6"3'-6"3'-6"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"5'-6"7"4'-6"3'-0"2'-0"3'-6"4'-0"4'-0"1'-0"6'-6"6'-0"5'-6"7'-6"2'-6"8'-6"5'-0"7"5"5'-6"6'-6"3'-6"2'-6"5'-6"4'-0"4'-0"1'-6"7'-0"5'-6"5'-0"7'-0"2'-6"8'-0"7'-6"4'-6"4'-0"6'-6"8'-0"11'-0"6'-0"9'-6"9'-0"10'-0"11'-0"5'-6"7'-6"8'-6"10'-0"6'-0"7'-0"7'-0"5"1'-0"1'-0"1'-0"1'-0"7"1'-0"1'-0"1'-0"1'-0"5" 7"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3'-0"4'-0"5"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"7" 5"1'-0"1'-0"3'-6"1'-6" 6'-6"4'-0"6'-0"8'-6"7"JOISTDEPTHEXTERIOR DECK ATTACHMENTStructural exterior sheathingSee fastenertable below. Maintain2" distance (minimum) fromedge of ledger to fastener.LAFlashingTreated 2x_ledger118" TJ® Rim Boardor 114" or 112"TimberStrand®LSL.(1) Corrosion-resistant fasteners required for wet-service applications.(2) Allowable load determined in accordance with ASTM D7672.(3) 118" TJ® Rim Board is allowed with joist depths < 16" only.(4) Maximum 12" shimmed air space.Fastener Allowable Load (lbs/bolt)48012" lag bolt118" TJ® Rim BoardRim Board Material1 14" TimberStrand® LSL1 12" TimberStrand® LSL61067569512" Through bolt72572512" Through boltwith Air Space615(2)(3)(4)_Load bearing wall above(must stack over wall below)Web stiffeners required onboth sides at B5W ONLYB5B5WPer IRC R502.7,blocking required ateach intermediatesupport in seismicdesign categoriesD0, D1, and D2.Blocking panels may be required with shearwalls above or below — see detail B1TJI® 560 floor joistTop ViewNAILING AT BEARING (FLOOR)134" minimum end bearingsingle-family applicationsTJI® Joist to Bearing Plate118" TJ® Rim Board,114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist:One 10d (0.131" x 3") nail intoeach flangeTJI® 210, 230, and 360 rim joist:One 16d (0.135" x 312") nail intoeach flange.With depths > 16", use TJI® 360 rim joist.Shear transfer: Connections equivalentto floor panel nailing scheduleTJI® 560 rim joist: Toenail with 10d (0.128" x 3")nails, one each side ofTJI® joist flangeRim to TJI® JoistSquash Blocks to TJI® Joist(Load bearing wall above)One 10d (0.128" x 3")nail into each flange118" TJ® Rim Board or114" or 1 12" TimberStrand® LSL.Also see detail B2Locate rim board joint between joists.134" minimum bearingOne 8d (0.113" x 212")nail each side. Drivenails at an angle atleast 112" from end.312" minimumintermediate bearing514" may be requiredfor maximumcapacityThese placement plans have been developed for the specificaƟon of productsbased on project informaƟon provided. This service is solely intended forproduct applicaƟon assurance; and, is not intended to circumvent the need fora design professional as determined by the building code. The designer ofrecord and/or builder/framer is responsible to assure these drawings arecompaƟble with the overall project.CANTILEVERS/TRUSSESDesign assumes all trusses at floor canƟlevers are connectedto the wall and NOT to the Trus Joist rimboard. If trusses needto connect to the Trus Joist rimboard, contact Weyerhaeuserfor a connecƟon detail prior to installaƟon.JOIST & BEAM HANGER FACE NAILING REQUIREMENTS* FOR3 & 4 PLY SUPPORTING MEMBERSFor IUS or THF Hangers - Use 10D (0.148") x 3" nails.For MIU, HU, HHUS, HGUS or HD, THD, THDH Hangers - Use16d (0.162") x 3 1/2" nails.*For hangers that have joist fasteners/connecƟons, fill allholes with the manufacturer's recommended fasteners. Start Framing Here.Framing Connector SummaryPlotID Qty Manuf Product Backer Blks Web StiffH3 21 Simpson LUS210 No NoProductsPlotID Length Product Plies Net QtyFBk1 54' 2 13/16" 11 7/8" TJI 210 joist 1 1TS2 34' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6TS4 26' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9TS5 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 16TS7-2 17' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2TS8 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4TS10 9' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS11 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4TS12 7' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS13 4' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS14-2 11' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS15-2 5' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11AccessoriesPlotID Length Product Plies Net Qty23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 45Additional TimberStrand for Ledger @ FULL Basment-1PlotID Length Product Plies Net Qty- 50' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1A3A3A3A3A3B1CSCSCSB1TS14-2TS15-2TS5TS12TS4TS11STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1TS2TS7-2FBk1FBk1FBk1FBk1FBk13"3"3"1' 7 3/16"1' 4"FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1TS51' 7 3/16"1' 8 7/8"1' 5 7/16"9 7/16"1' 3 9/16"1' 7 3/16"TS13TS5H3H3H3FBk1BBO31' 0 7/8"1' 0 3/16"1' 5 7/16"TS101' 9 3/4"TS819.2" O.C.TS519.2" O.C.TS519.2" O.C.TS419.2" O.C.TS419.2" O.C.TS1119.2" O.C.TS219.2" O.C.TS219.2" O.C.H3H3H3H3An additional 8 PSF DL has been added to account for tileload in the mud room and bathroom on this floorAn additional 40 PSF DL has been added to accountfor stone fireplace load.An additional 20 PSF DL has been added to account forload from kitchen island counter tops.Please refer to the TCNA Handbook for Ceramic TileInstallation and the American National StandardsInstitute's A108/A118/A136.1-1999 for information oninstalling ceramic tile on 19.2" and 24" o.c. joist systems.See website http:/www.tileusa.com/.Blocking per site requirement.Refer to Hanson's detail 2/S2SEE DETAIL FOR DECK LEDGER ATTACHMENT@ FULL FOUNDATION WITH 2 INCH FOAM.Offset bearing wall above (Typ.)Optional Stone Fireplace - ADDPlotID Length Product Plies Net QtyTS6-2 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2TS12 7' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1Optional Stone Fireplacel - REMOVEPlotID Length Product Plies Net QtyTS12 7' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1Optional Guest Suite - ADDPlotID Length Product Plies Net QtyTS5 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS10 9' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 2TS11 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1Optional Guest Suite - REMOVEPlotID Length Product Plies Net QtyTS4 26' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1A3B1A3CSTS15-2TS12TS4STCa1TS6-2TS10FBk1FBk1FBk1FBk1FBk1TS4TS13H3H3H31' 5 7/16"9 7/16"1' 3 9/16"11 15/16"1' 6 1/8"TS10TS10TS519.2" O.C.TS419.2" O.C.TS1119.2" O.C.H3H3STONE FIREPLACE OPTIONGUEST SUITE OPTIONOptional Morning Room - REMOVEPlotID Length Product Plies Net QtyTS2 34' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3TS5 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5Optional Morning Room - ADDPlotID Length Product Plies Net QtyFBk1 15' 2 5/8" 11 7/8" TJI 210 joist 1 1TS1 44' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3TS3 28' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5TS9 11' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 2STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 2B1A3A3CSCSTS3STCa1STCa1BBO1STCa1STCa1TS9FBk1TS9FBk11' 7 3/16"1' 7 3/16"FBk1 FBk1FBk1 FBk1TS319.2" O.C.TS119.2" O.C.MORNING ROOM OPTIONSheet:2OF4A complete Javelin® framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationWEEKES FOREST PRODUCTS, INC. * 2600 COMO AVENUE651-644-9807 * ST. PAUL, MN 55108LIVE LOAD:TOTAL LOAD:40DEFLECTION:L/480 LIVEL/240 TOTALDRAWN BY:JLT52WIND/EXP.:N/ADATE:08.05.21Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.User Defined Point LoadUser Defined Line LoadUser Defined Area LoadBeam By OthersPost By OthersConstruction Detail Callout(See Framer's Pocket Guide)Excessive Point Load(WARNING: Member design did notinclude this load. Special considerationis required by the designer of record.)Required Bearing Length(Only placed at insufficient bearinglocations.)BBOPBOPL: 12KSymbol LegendLayout Start LocationSCALE: 1/4" = 1'-0"Only header openings and roof loads which affectWeyerhaeuser product sizes have been denoted on this layout.In addiƟon to any 'CS' detail callouts shown, solid blockingand/or squash blocks are required to provide verƟcal loadtransfer from all concentrated load locaƟons to foundaƟonbelow. See Pocket Framer's Guide for appropriate detail(s).Joists may be shiŌed up to 3" if floor panel edgeis supported and span raƟng is not exceeded.DO NOT CUT FLANGES.This layout is intended for the use of Trus Joist® engineeredwood products only. The subsƟtuƟon of other engineeredwood products with this layout isNOT PERMITTED. PleaseidenƟfy the TJI®, TimberStrand® LSL, Microllam® LVL, andParallam® PSL stamps on the product to ensure that thislayout is valid for the products actually installed.INSTALL (4) 2X6 SQUASH BLOCKS UNDERALL POINT LOADS AT FRONT OF HOUSE.FOR POINT LOADS OVER 10,000#CONTACT LENNAR FOR DETAILSBlocking at Kitchen Island LEVEL NOTESCurrent Date:8/5/2021File Name:MCKINLEY.jvlLevel Name:2nd FloorBuilding Code - Design Methodology:IBC 2012Members with Design Overridden:TJ-Pro Rating (Weighted Average):44Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 34, joist = F20'(i6575)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 71, joist = F9'(i6401)FLOORFloor Container:FC2, FC8Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead LoadOperator Added Additional LoadsMaximum Allowed Deflection:L/480 Live Load & L/240 Total LoadTJ-Pro Rating Information:Weighted Average:FC2: 44; FC8: 44Directly Applied Ceiling:Gypsum 1/2"Decking Attachment:Glue and NailDecking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SFPerpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:NoFraming Connector SummaryPlotID Qty Manuf Product Backer Blks Web StiffH1 14 Simpson IUS2.06/11.88 No NoProductsPlotID Length Product Plies Net QtyF26' 26' 0" 11 7/8" TJI 210 joist 1 5F20' 20' 0" 11 7/8" TJI 210 joist 1 3F18' 18' 0" 11 7/8" TJI 210 joist 1 12F16' 16' 0" 11 7/8" TJI 210 joist 1 1F14' 14' 0" 11 7/8" TJI 210 joist 1 6FBk1 13' 0 5/8" 11 7/8" TJI 210 joist 1 1F12' 12' 0" 11 7/8" TJI 210 joist 1 5F9' 9' 0" 11 7/8" TJI 210 joist 1 1F7' 7' 0" 11 7/8" TJI 210 joist 1 7R21' 21' 0" 11 7/8" TJI 360 joist 1 7R20' 20' 0" 11 7/8" TJI 360 joist 1 4R18' 18' 0" 11 7/8" TJI 360 joist 1 1RBk1 7' 3 11/16" 11 7/8" TJI 360 joist 1 1M2-2 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11Wall FramingPlotID Length Product Plies Net QtyTSHd1-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2AccessoriesPlotID Length Product Plies Net Qty9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 1423/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 46 Start Framing Here.E1A3A3A3A3A3B1CSB4CSCSB1B4BBOHd2-2M2-2TS1-2TSHd1-2F16'F9'STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1BBOBk1R18'FBk1R21'FBk1FBk11' 7 3/16"1' 8 9/16"1' 3 5/16"1' 9 15/16"1' 2 1/8"1' 7 3/16"1' 7 5/16"1' 11 5/8"1' 2 3/4"BBOHd1-21' 2 3/8"1' 0 5/16"1' 7 3/16"1' 3 3/8"RBk1R21'1' 4 1/16"1' 6 5/16"9 1/16"F14'19.2" O.C.F18'19.2" O.C.F12'19.2" O.C.F26'19.2" O.C.F7'19.2" O.C.R20'19.2" O.C.R21'19.2" O.C.R21'19.2" O.C.F20'19.2" O.C.H1H1An additional 8 PSF DL has been added to account for tileload in the bathrooms on this floor.An additional 25 PSF LL has been added to accountfor optional garden tub.There are different joist series of the same depth specifiedon this floor system. Verify when ordering or installing TJI®joist that the proper joists are used in the appropriateareas.Please refer to the TCNA Handbook for Ceramic TileInstallation and the American National StandardsInstitute's A108/A118/A136.1-1999 for information oninstalling ceramic tile on 19.2" and 24" o.c. joist systems.See website http:/www.tileusa.com/.NO CHANGES FOR BATHOPTIONS.Plant Ledge to be supported byRoof Trusses. Lennar to verify.ALT360 Series210 SeriesJoists by SeriesOptional Morning Room - ADDPlotID Qty Manuf Product Backer Blks Web StiffH1 6 Simpson IUS2.06/11.88 No NoH3 3 Simpson IUS2.37/11.88 No NoOptional Morning Room - ADDPlotID Length Product Plies Net QtyM1-3 17' 0" 1 3/4" x 18" 2.0E Microllam LVL 3 3Optional Morning Room - REMOVEPlotID Length Product Plies Net QtySTCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 1 Start Framing Here.STCa1M1-31' 8 5/8"1' 5 3/4"1' 7 3/16"19' 1 3/8"R20'H1H3Top of Beam Flush to Top ofFloor System.MORNING ROOM OPTIONOptional Guest Suite - ADDPlotID Qty Manuf Product Backer Blks Web StiffH2 7 Simpson IUS2.06/9.5 No YesH3 1 Simpson IUS2.37/11.88 No NoOptional Guest Suite - ADDPlotID Length Product Plies Net QtyTS2-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2B1A3A3CSCSB1B4BBOHd3-2F9'STCa1TCa1R18'FBk1FBk1TS2-2RBk1H3F7'19.2" O.C.R20'19.2" O.C.F20'19.2" O.C.H2H2GUEST SUITE OPTIONSheet:3OF4A complete Javelin® framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationWEEKES FOREST PRODUCTS, INC. * 2600 COMO AVENUE651-644-9807 * ST. PAUL, MN 55108LIVE LOAD:TOTAL LOAD:40DEFLECTION:L/480 LIVEL/240 TOTALDRAWN BY:JLT52WIND/EXP.:N/ADATE:08.05.21Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.User Defined Point LoadUser Defined Line LoadUser Defined Area LoadBeam By OthersPost By OthersConstruction Detail Callout(See Framer's Pocket Guide)Excessive Point Load(WARNING: Member design did notinclude this load. Special considerationis required by the designer of record.)Required Bearing Length(Only placed at insufficient bearinglocations.)BBOPBOPL: 12KSymbol LegendLayout Start LocationSCALE: 1/4" = 1'-0"Only header openings and roof loads which affect Weyerhaeuserproduct sizes have been denoted on this layout. In addiƟon to any 'CS'detail callouts shown, solid blocking and/or squash blocks are requiredto provide verƟcal load transfer from all concentrated load locaƟons tofoundaƟon below. See Pocket Framer's Guide for appropriate detail(s).Joists may be shiŌed up to 3" if floor panel edgeis supported and span raƟng is not exceeded.DO NOT CUT FLANGES.This layout is intended for the use of Trus Joist® engineered woodproducts only. The subsƟtuƟon of other engineered wood products withthis layout isNOT PERMITTED. Please idenƟfy the TJI®, TimberStrand®LSL, Microllam® LVL, and Parallam® PSL stamps on the product to ensurethat this layout is valid for the products actually installed. Wall FramingPlotID Length Product Plies Net QtyTSHd1-2 11' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TSHd1-2BBOHd1-2BBOHd1-2BBOHd2-2BBOHd2-2Sheet:4OF4A complete Javelin® framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationWEEKES FOREST PRODUCTS, INC. * 2600 COMO AVENUE651-644-9807 * ST. PAUL, MN 55108LIVE LOAD:TOTAL LOAD:40DEFLECTION:L/480 LIVEL/240 TOTALDRAWN BY:JLT52WIND/EXP.:N/ADATE:08.05.21Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.User Defined Point LoadUser Defined Line LoadUser Defined Area LoadBeam By OthersPost By OthersConstruction Detail Callout(See Framer's Pocket Guide)Excessive Point Load(WARNING: Member design did notinclude this load. Special considerationis required by the designer of record.)Required Bearing Length(Only placed at insufficient bearinglocations.)BBOPBOPL: 12KSymbol LegendLayout Start LocationSCALE: 1/4" = 1'-0"This layout is intended for the use of Trus Joist® engineered woodproducts only. The subsƟtuƟon of other engineered wood products withthis layout isNOT PERMITTED. Please idenƟfy the TJI®, TimberStrand®LSL, Microllam® LVL, and Parallam® PSL stamps on the product to ensurethat this layout is valid for the products actually installed. © © UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 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. Print Name: _______________________________ Signature: ________________________________ Date: ____________________ License # _______ James P. Shedlauskas 417767/15/21 BWPs Above 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. Print Name: _______________________________ Signature: ________________________________ Date: ____________________ License # _______ James P. Shedlauskas 417767/15/21 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 11' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 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. Print Name: _______________________________ Signature: ________________________________ Date: ____________________ License # _______ James P. Shedlauskas 417767/15/21 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. Print Name: _______________________________ Signature: ________________________________ Date: ____________________ License # _______ James P. Shedlauskas 417767/15/21 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 1440 1440 .48 .48 .52 .52 6.9 2.9 88000 280 415 4266 640 640 -225 415 180 90 20439 Gargoyle Lane Date Certificate Posted X Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X Not applicable, all ducts located in conditioned space 8 X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:88,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " round duct OR " metal duct Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors Average U-Factor (excludes skylights and one door ) U: 0.31 Solar Heat Gain Coefficient (SHGC):0.29 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Nat Gas Nat Gas Elect GPVL-50 13ACXN42-230 Fuel Type Manufacturer Lennox AOSmith Lennox Model ML193UH090XE48C 13 Location of duct or system: Rating or Size 50 Output in Tons:3.5 Efficiency SEER /EER Residential Load Calculation Heating Loss Heating Gain Cooliing 73,245 26,802 33,311 MECHANICAL VENTILATION SYSTEM Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms:180 MN License Number Lennar BC001413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateNew Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.2/17/2023 Mailing Address of the Dwelling or Dwelling Unit City Lakeville20439 Gargoyle Lane Name of Residential Contractor Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat Interior R5 + R10 Exterior Interior Interior Balanced Ventilation capacity in cfms:Mech Room Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 90 High: Energy Recover Ventilator (ERV) Capacity in cfms:High: Location of duct or system: 000000Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.”(NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 20439 Gargoyle Lane US Home LLC dba Lennar Jesse Schwarzrock 612-346-2648 Jesse.Schwarzrock@Lennar.com Residential Development 57174 Chad Johnson Stantec 651-325-6860 chad.johnson@stantec.com University of Minnesota 5/31/23 2/17/2023Kurt NiskaDigitally signed by Kurt Niska Date: 2023.02.17 07:56:31 -06'00' 2/21/23 X PM