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Home My WebLink AboutLA210181 - 8128 186th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND 812T/GAR. PL.8'-1 1/8"MAIN LVLT/ FND.MAIN LVLT/ FND.T/MAIN LVL PL.8'-1 1/8"T/ PL.8'-1 1/8"T/PORCH PL.UPPERLVL10" SQUARECOLUMN, TYP.4" CAP TRIM6" BASE TRIMRIPPEDTYP.HORIZONTALSIDING, TYP.INNERJAMBSINNERJAMBSCOMPOSITIONSHINGLES, TYP.6:12 PITCHWINDOW GRIDSAS SHOWN, TYP.VINYL BOARD &BATTEN SIDING, TYP.8:12 PITCH8:128:122'-6"'FYPON' GABLEVENT LV18X36TYP.TYP.6" TRIM6" TRIMADDRESSLOCATIONT/MAIN LVL PL.8'-1 1/8"MAIN LVLT/FDTN1'-0"O.H.8122'-0"O.H.612TYP.8:12PITCHHORIZ.SIDINGTYP.6' TYPICAL ICE & WATER SHIELDFOR EXTERIOR WALLS & 3' FORROOF VALLEYS-FLUSH RAKES AT SIDE ELEV'S.-12" RAKES AT REAR.-18" O.H. AT PORCH FRONTROOFING CONTRACTORROOF VENTS BY8:128:126:126:12 ROOFVENTS1'-6" O.H.1'-6" O.H.1'-6" O.H.2'-0" O.H.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, RETURNSSIDING 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 WINDOWST/FDTNT/MAIN LVL PL.8'-1 1/8"MAIN LVLT/FDTN8121'-0"O.H.6'-0"STOOP612612VAULTEDCEILING LINE8:12PITCHHORIZ.SIDINGUPPER LVL.T/ PLATE4'-11 1/8"T/ PL.8'-1 1/8"3'-6"T/FTG2'-0" O.H.1'-6" O.H.UPPER LVL.T/ PL.T/ PLATET/FDTN4'-11 1/8"3'-6"T/FTG8'-1 1/8"6:12PITCHCOMPOSITIONSHINGLES, TYP.6:12PITCHTYP.TYP.HORIZ.SIDINGUPPER LVLT/ PL.T/ PLATET/FDTN4'-11 1/8"8'-1 1/8"HORIZ.SIDING4'-8"T/FTGT/ SLAB & REAR FOUND.3'-2"T/SLABCOMPOSITIONSHINGLES, TYP.MAIN FLOOR/UPPER FLOOR 1,719 SFFIN. LOWER LEVEL OPTION926 SFHERITAGE MODIFIED SERIESED01 A3 - DONOVANFOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTESSECTIONS ELECTRICAL PLANSA6MAIN AND SECOND FLOOR PLANS A2A3A5A1DETAILSA4L1LOWER LEVEL FINISH PLANSGENERAL NOTES AND DETAILSS-0FOUNDATION STRUCTURAL PLANSSD-1MAIN FLOOR STRUCTURAL PLANSSD-2FOUNDATION GUIDES1-S2UNFINISHED BASEMENT1,719 SFBAESMENT FOUNDATION PLANS-3ROOF FRAMING PLANS-4SCALE:A14SIDE ELEVATION 1/8" = 1'- 0"SCALE:A15REAR ELEVATION-LOOKOUT 1/8" = 1'- 0"SCALE:A13SIDE ELEVATION 1/8" = 1'- 0"SCALE:A12ROOF PLAN1/8" = 1'- 0"SCALE:A11FRONT ELEVATION1/4" = 1'- 0"SCALE:A15AREAR ELEVATION-WALKOUT1/8" = 1'- 0"419 SFGARAGE 686 SFFIN. LL RECREATION RM. OPTIONLP VERTICAL BOARD & BATTEN SIDINGLP HORIZONTAL LAP SIDINGHARDBOARD SIDING ON FRONT ELEVATION.HORIZONTAL LAP SIDINGVINYL SIDING ON SIDE AND REAR ELEVATIONS. 8128 186th Street West Avonlea-5th AdditionSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/02/2023dmathews UPW D BATHROUGH-IN8"13'-9 1/2"3 1/2"17'-3 3/4"3 1/2"15'-10 3/4"6"5'-7 1/2"6" 6'-4 1/2" 48'-9"6'-1 1/2" 55'-10 1/2" 15'-1" 1'-0"6"14'-6"1'-11 1/4"6"11 1/4"8"16'-1 1/2"1'-11 1/4"8'-1 1/2"11 1/4"15'-0"20'-0"10'-0"1'-0" 8" 31'-10 1/2" (LOOKOUT)6"22'-0"6" 54'-10 1/2"8"13'-0 1/2"5 1/2"5'-0"8"7'-8 1/2"11'-0"44'-9" TO FACE OF CONCRETE (LOOKOUT)SLOPE SLAB 4" TO GARAGE DOOR.DROP FDTN 8" @GARAGE DOOR4" CONC. PORCHSLABGARAGEDROPT/WALLDOWN 12"SUB-SLAB VENTDROP FDTN 8" @GARAGE DOOR17" W. x 8" DP. CONT.CONC. FTG.BASEMENTINT. BEARING WALL -2x4 STUDS @ 16" O.C. W/DOUBLE TOP PLATECRAWLSPACEOMIT (1) STUD AND HEADERSPAN W/ (2) 2x6 W/ (1) JACKEA. ENDCRAWLSPACEBASEMENT14'-9"3'-1"3 1/2"3'-1"3'-1"2'-6 1/2"11'-7"13'-9 1/2" 9'-2" 14'-5 1/2" (LOOKOUT)(3) 2x10 HDR W/(1) JACK EA. END1'-3 1/2"1'-3 1/2"11'-0"3 1/2"16'-9 3/4"17'-1 1/2" 6'-11"6'-9"5'-3 1/2"8'-1" AT 19.2" O.C. ABOVE 11 7/8" FLOOR JOISTS AT 19.2" O.C. ABOVE 11 7/8" FLOOR JOISTS AT 19.2" O.C. ABOVE 11 7/8" FLOOR JOISTS AT 19.2" O.C. ABOVE 11 7/8" FLOOR JOISTS AT 19.2" O.C. ABOVE 11 7/8" FLOOR JOISTS FDW.H.SUMPFIELD VERIFY SUMPLOCATION5'-0"2'-0"END FLOOR JOIST(HI & LOW)NOTE: OPEN BELOWFOR CRAWLSPACEACCESS(7) EQ. R. W/ 10"T.20" W. x 8" DP. CONT.CONC. FTG.20" W. x 8" DP.CONT. CONC.FTG.17" W. x 8" DP. CONT.CONC. FTG.24"x24"x12"THKCONC. FTG.26 6 8 C CONC 3'-1"(2) 1 3/4"x11 7/8" LVL(OR LSL EQUIV.)W/ (4) 2x4 JACKS EA. ENDTHICKNESS ANDNOTE:BASEMENT WALLREINFORCING PERIRC SEC. R4042'-0 1/2"3 1/2"(3) 2x10 HDR W/(1) JACK EA. END(2) 2x10 HDR W/ (1) JACK EA. END INT. BEARING WALL -2x4 STUDS @ 17" O.C. W/ DOUBLETOP PLATEINT. BEARING WALL -2x4 STUDS @ 16" O.C. W/ DOUBLETOP PLATE3 1/2"(2) 2x8DROPPEDHDR(2) 2x6 HDR W/(1) JACK EA. END10" AT PORCH24"x24"x12"THKCONC. FTG.2x4 FALSE WALL FORMECH.1'-6"1'-3"20" W. X 8" D. CONTINUOUS CONC.FTG. AT PERIMETER (MIN 5,000PSI, TYP.)HATCHED AREA DEFINES 80 S.F.UNPROTECTED FLOOR AREA18" VOID IN FOOTINGFOR PLUMBING18" VOID IN FOOTING FORPLUMBING(2) 2x8 HDR6'-11 7/8"1'-6"6'-3 7/8"1'-6"1 1/2"1 1/2"2"4636 SLIDER 4636 SLIDER4636 SLIDERADD R-10 RIGID INSULATIONPOUR GARAGE SLAB FLUSH4" LEDGE AT GARAGE COMMON WALL2" LEDGE AT GARAGE WALL-TYPICAL6"4" 6"4"4"6"1 1/2"1 1/2"7 1/4"7 1/4"1 1/2" 1 1/2"**NOTE**CANTILEVER PLATE 1 1/2" ATLOOKOUT WALLSLINE OF FOUNDATIONWALL BELOW2x8 STUD KNEE WALLW/ STUDS AT 16" O.C. ON 3'-6"HIGH x 8" THK. STEM FNDTNWALLBASE (3500 P.S.I.)GARAGE SLAB4" CONC. SLAB4" CONC. SLAB OVER6 MIL. VAPOR BARRIEROVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.)BASEMENT SLAB1 1/2" OVERHANG OF FLOOR ABOVEINSTALL 2" R-10 RIGID INSULATION AROUNDPERIMETER OF HOUSE FOUNDATION, TYP.2'-8"AT 19.2" O.C. ABOVE11 7/8" FLOOR JOISTSDBL. JOIST (2) 2x6 HDR W/(1) JACK EA. END4" GRANULAR FILL20" x 8" CONC. FTG.W/ SILL SEALER(TR) 2x6 SILL PLATEGRADER-20 BATT INSUL.BOLT AT 72" O.C.1/2" DIA. x 10" ANCHOR8" T. POURED CONC.FOUNDATION WALL CONC. SLABPER PLANEXT. FIN. PER PLANDOUBLE TOP PLATEHEADER AT WIN.4 MIL POLY8"2"TYVEK WITH SIDINGPER PLAN FL. SYSTEM(EXT. PER PLAN)VAPOR BARRIERR-10 RIGID INSUL.OR APPROV. STRAPMIN. 42"WATERPROOFINGREQ'D. @ TOP OFFDN. WALLR-20 INSUL. @ RIMRIM BOARD6" MIN.CONC. SLAB20" x 8" CONC. FOOTINGFOUNDATION WALLDOUBLE TOP PLATEPER PLANFL. SYSTEM8" T. POURED CONC.1/2" DIA. x 10" ANCHORBOLT AT 72" O.C.R-20 BATT INSUL.2x8 (TR.) SILL PLATEW/ SILL SEALERGRADEEXT. FIN. PER PLANOR APPROV. STRAP3'-6"R-20 SPRAY FOAM INSUL.RIM BOARDR-10 EXT. FDN. INSUL.1/2" SHEATHINGR-5 RIGIDINSULATIONWATERPROOFINGTOP OF FDN. WALLCANT PLATE 1 1/2"SQUASH BLOCKS@ ALL POINT LOADS2x8 STUDS @ 16" O.C.SIDE WALLWALKOUTFDN. ONLY4" WEEPS EVERY 6'WATERPROOFING6" MIN.AT FOUNDATION4" D. x 8" H. LEDGEPER PLANSUBFLOORFLOOR SYSTEMRIM BOARDCONC. STOOP7 3/4" ENTRY DR. MAX. TO10"30 MIL PVC MEMBRANESEAL ALL SEAMS,CORNERS & EDGES W/35 MIL POLYETHYLENEBACKED SYNTHETICBUTYL RUBBERADHESIVE MEMBRANE1/2" SHEATHING(2") R-10 EXTERIORR-20 SPRAY FOAM INSUL.WATERPROOFINGREQ'D.@ TOP FDN.FOUNDATION INSULATION2x8 SILL PLATEW/ ANCHOR BOLTS1 1/2" CANT'D. ALIGN W/ FDN. WALLTHRESHOLD SUBFLOORFLOOR JSTS/TRUSSES20"x8" CONC. 2x6 TOP PLATECONC. SLABPER PLANPER PLAN16" O.C. (TYP)2x6 STUDS @2x6 TREATEDPLATESECURED W/POWDEREDACTUATEDFASTENERS@ 24" O.C.1"4"x1/2" TRT'D.PLYWOOD,HOLD UP 1"FROM FTG.EACH SIDEBY ENGINEERFTG. U.N.O.4" CONC. SLABFLOOR SYSTEMGARAGE SLAB SLOPE: 4"20" x 8" CONC. FOOTINGPER PLAN20" x 8" CONC. FOOTING8"PER PLANWATERPROOFINGB.O. FTG.GRADE3'-6" MIN.VAPOR BARRIER4" GRANULAR FILL4" CONC. SLABTOP OF CURBTOP OF FDN.TREATED 2x SILLPLATE W/ SILL SEALERSHEATHINGEXT. MTR'L. PER PLANRIM BOARD (BY MFG.)5/8" GYP. SHEATHINGR-10 EXTERIOR FDN.INSULATION10"6"4"2" CERTI-STUD ATFOUNDATION LEDGER-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOP OFFOUNDATION WALL2x6 SILL PLATEW/ ANCHOR BOLT / STRAPNO CANT. AT GARAGESTD. RIM DETAILHOUSE BASELINE DIM.GAR. OUT TO OUT DIM.NOTE: NO R-5 INSUL.REQ'D. AT GAR./HOUSEINT. COMMON WALLS4" WEEPS EVERY 6'4"(PLATE SIZE PER PLAN)6"MIN.NOTE:FOUNDATION SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"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 PLANSYSTEMFOUNDATION SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"FLR. 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 SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"2x10TREATEDBACK TO ALLOW HOLD FNDTN. WALLFOR 2x BLOCKING8"8"UPBATHROUGH-INBASEMENTCRAWLSPACEBASEMENT2 6 6 8 8"7 1/4"SEE CORNERDETAIL1 1/2" 15'-10 1/2" FOOTING STEP T/ FDN.EL.= MINUS 3'-2"T/ FDN.EL.= MINUS 0'-0"4'-4" FOOTINGSTEP31'-10 1/2" (LOOKOUT) 4636 SLIDER 6'-4 1/2" 15'-10 1/2" FOOTING STEP T/ FDN.EL.= MINUS 3'-2"T/ FDN.EL.= MINUS 0'-0"4'-4" FOOTINGSTEP(2) 2x10 HDR W/ (1) JACK EA. END 7'-8 1/2"11'-0"44'-9" (WALKOUT FOUND.) TO FACE OF CONCRETE6068 SGD30 50(3) 2x10 HDR W/(2) JACKS EA. END(2) 2x10 HDR W/(1) JACK EA. END2x8 STUD KNEE WALLW/ STUDS AT 16" O.C.ON 4'-0" HIGH x 8" THK.STEM FNDTN WALLW/ STUDS AT 16"O.C.2x6 BEARING WALL LINE OF FOUNDATIONWALL BELOW**NOTE**2x6 WALLS AT WALKOUT7 1/4"1 1/2"1 1/2"5 1/2" 1 1/2"FLR BRKFOUNDATION NOTES:·MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT TO BE 50'-0·PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR CONSTRUCTION ATBOTH TOP & BOTTOM OR BY ADEQUATE TEMPORARY BRACING·WALLS WITH EQUAL BACKFILL ON BOTH SIDES REQUIRE NO REINFORCING FOR WALL LENGTHS LESS THAN25'-0" LONG AND HORIZONTAL REINFORCING ONLY FOR WALLS LONGER THAN 25'-0"·EXTERIOR WATERPROOFING SHALL COMPLY W/ R406.2 PER 2020 MN RESIDENTIAL CODE, WATERPROOFINGSHALL EXTEND FROM TOP OF INSIDE EDGE, ACROSS TOP AND DOWN EXTERIOR FACE OF FOUNDATION WALLTO FOOTING·EXTERIOR FIBERBOARD INSULATION TO BE APPLIED OVER WATERPROOFING. ABOVE GRADE TO BE 2" THICKR-10 CERTISTUD OR EQUAL TO ALLOW FOR SIDING APPLICATION. BELOW GRADE TO BE R-10, 2 3/8" THICKFIBERBOARD (WATCHDOG OR EQUAL). SILL PLATE TO OVERHANG FOUNDATION BY 1 1/2" TO ALIGNFOUNDATION INSULATION WITH 1/2" SHEATHING ABOVE. A GROUND BREAKER PRODUCT WILL BE USED TOTRANSITION FINAL GRADE TO SIDING MATERIAL·2x8 STUD FRAMED WALLS AT LOOKOUT REAR/SIDE RETURNS AND WALKOUT SIDE RETURNS·ALL INTERIOR WALLS ARE 3 1/2", UNLESS NOTED OTHERWISE·ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVEL TO BEAR ONFOUNDATION, INSTALL BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS·ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD·DISTANCE FROM T.O. FOOTING TO T.O. FOUNDATION WALL TO BE 8'-4" FOR 8' BASEMENT·EXPOSED FLOOR SYSTEM ABOVE UNFINISHED AREAS TO MEET R501.3 FIRE PROTECTION REQUIREMENTS·FLOOR TRUSS FLOOR SYSTEM, SEE TRUSS LAYOUTS FOR SIZE & SPACING REQUIREMENTSSCALE:A25WALKOUT DETAIL3/4" = 1'- 0"SCALE:A28DETAIL AT STOOP3/4" = 1'- 0"SCALE:A24LOOKOUT DETAIL3/4" = 1'- 0"SCALE:A26BEARING WALL3/4" = 1'- 0"SCALE:A27NON-DROP'D GARAGE/COMMON WALL3/4" = 1'- 0"SCALE:A22FULL FOUND./REAR WALL DTL.3/4" = 1'- 0"SCALE:A23FULL FOUND./SIDE WALL DTL.3/4" = 1'- 0"SCALE:A29CORNER DETAIL @ FNDTN. WALL3/8" = 1'- 0"SCALE:A21AWALKOUT FOUNDATION1/4" = 1'- 0"SCALE:A21FOUNDATION PLAN1/4" = 1'- 0" RANGE MICRO DW PANTRY2668266824682468LINEN (4) SH. 5068 BI-PASS 5068 BI-PASS26686068 SGD(2) 3050 MULLED 56'-0" 32'-6"22'-6"4068 BI-PASSUP8RDN7R11'-6"2'-1"17'-5"45'-0"20'-0"15'-0"49'-0" 14'-1 1/2"11'-5"16'-0"45'-0"18'-2"11'-5"2'-1"11'-6 1/2"30 50 30 50 30 5030 50GARAGE1'-0" 6'-0"11'-6"10'-0"5'-0"30 5020685068 BI-PASS30 50SAFETY GLASS3'-0"5'-6"6'-6"28685'-9 1/2"PORCH4'-0"REF30 30 DN (3) R. W/ 10" T.(3500 P.S.I.)GARAGE SLAB4" CONC. SLAB10" SQUARECOLUMNFOYER(1) SH. & RD.KITCHENVAULTED CLG.HALL BATHP.H.24" T.B.VAULTLINE6" DP.DROPPEDSOFFITCENTER COLUMN TO CENTER COLUMN3 1/2"29'-2 1/2"5 1/2"@ 24" O.C. - TYPICAL ROOF TRUSSES ABOVE ABOVE @ 24" O.C. - TYP. ROOF TRUSSES FLAT CLG(8'-0")@ 24" O.C. - TYPICALROOF TRUSSES ABOVENOTE:SEE STRUCTURAL PAGESFOR GARAGE PORTALFRAME DETAILNOTE:HVAC CHASE, NOJOISTS BELOW9'-11 1/2"3'-11"2'-4 1/2"4'-8"3'-7"5'-6 1/2"3 1/2"16'-1 1/2"1'-11 1/4"11 1/4"8'-1 1/2"11 1/4"3"3'-6"5'-0"9'-2"10"3 1/2"3 1/2" 3 1/2" 1'-0" 2'-9"3'-1"3'-1"4'-6 1/2" 20 20 20 20 20 20 HIGH GLASS 3'-0"3'-0"11'-10"17'-3" 5 1/2"5 1/2" P.H.POWDER3'-9 1/2"(1) SH. & RD.5'-0"FAMILY ROOM(FLAT CEILING 8'-0")DINING ROOM(FLAT CEILING 12'-8";)STOOP 246824685 1/2"5 1/2"3'-1"7'-2"11'-2"20'-7"3'-0"(1) SH. & RD. (1) SH. & RD.BEDROOM #2BEDROOM #3(1) SH. & RD.5 1/2" 3'-4"HALL1'-3 3/8"7'-9" 5'-9"OWNER'S SUITE18'-5"11'-0"6'-3 1/2"1'-6"5'-7 1/2" 5'-7" 2'-1"FLAT CLG(8'-0")MUDROOM13'-9 5/8"3068(2) 2x4 JACKSA45A43A42NOTE: ENTIRE FRONT WALL TO BE SHEATHED W/ WOODSTRUCTURAL SHEATHING5 1/2"30 50SAFETY GLASS4'-10 1/2"10"OVERHANG3'-10"2468W.I.C.22" x 30" CLG. ACC.24" T.B.P.H.5'-0 1/2" (1) SH. & RD.OWNER'SBATH2x6 WALL 10'-10" 3'-6 3/8"11'-1 5/8"34"x60" SHOWERSTONE VENEERTR30x60 W/SHFURR OUT1/2"F LR B R K FLR BRK FLR BRK42" H. RAILSTANDARD36" H. RAILSTANDARDOPTIONAL ELECTRICFIREPLACE, SEEDETAIL THIS SHEET6'-6"16' x 7' OVERHEAD DOOR8' x 7' OVERHEAD DOOR(3) 2x8 HDR W/(1) JACK EA. END(2) 2x10 HDR. W/ (1) JACK EA. END (AT EACH WINDOW)(2) 2x10 HDR W/(1) JACK EA. END(2) 2x12 CONT. HDR W/(2) JACKS EA. END(2) 1 3/4"x9 1/2" LSLW/ (2) 2x6 JACK EA. END(2) 2x10 HDR W/(1) JACK EA. END(2) 2x10 HDR W/(1) JACK EA. END(2) 2x10 HDR W/(1) JACK EA. END(2) 2x10 HDR W/ (1) JACK EA. END (2) 2x10 HDR W/ (1) JACK EA. END (2) 2x10 HDR W/ (1) JACK EA. END (2) 2x10 HDR W/ (1) JACK EA. END4x4 P.T. POST W/'SIMPSON' ABA44ZPOST BASE &BCS2-2/4 POSTCAP (TYP.)(2) 2x8(2) 2x8(2) 2x10 HDR W/(1) JACK EA. ENDGABLE END TRUSS·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) TRIMGENERAL NOTES:6'-0" FINISHED9'-0"1'-6"4'-8 1/8" R.O.5'-11 7/8" FRAMED 4'-3 1/4"2x6 WALLDRYWALL FINISH7 1/2"FRAMED4'-8 1/8" R.O.7 1/2"FRAMED5'-11"FRAMEDPROVIDE ELECT. OUTLETON DEDICATED CIRCUITLOCATED IN FRAMINGNEAR TOP RIGHTCORNER OF F.P. UNITALLUSION 60 ELECTRICFIREPLACE5 1/2"1'-6 3/4"R.O.SCALE:A31MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A32ELECTRIC FIREPLACE OPTION3/8" = 1'- 0"-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.ENGINEERINGT.O. FOUND.3'-6"MAIN LVL1'-2 1/8";T.O. PLATEVARIES BALLOON FRAMED 11 7/8" LSL JOISTS8'-1 1/8" 4'-11 1/8"T.O. PLATET.O. FOUND.UPPER LVL T.O. PLATE8'-1 1/8" 1'-0 5/8";CRAWLSPACEBASEMENTOWNER'S SUITER-49 ATTICINSUL., TYP.W.I.C.DINING ROOMFAMILY ROOM(BEYOND)MUDROOMCLOSET11 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 CORNERS34567898'-1 1/8"1st FLR.GARAGET.O. FOUND.1'-2 1/8"; 3'-6"T.O. PLATE8'-1 1/8"8'-1 1/8"1'-0 5/8"; 4'-11 1/8"T.O. PLATET.O. FOUND.UPPER LVL T.O. PLATE612HALLBASEMENT36" H.WINDWASH612GIRDERTRUSSR-49 ATTICINSUL.6 3/8" HEEL HT. 7" HEEL HT., TYP.11 7/8" LSL JOISTSHVAC CHASE FAMILY ROOMCRAWLSPACE7 EQ. RISERS W/ 10" TREADS 8 EQ. RISERS W/ 10" TREADS 6'-8" MIN. HEADROOM 11 7/8" FLOOR JOISTSSEE FLOOR JOIST LAYOUT1'-0"T.O. PLATE8'-1 1/8"T.O. FOUND.3'-6"MAIN LVL1'-0 5/8";11 7/8" LSL JOISTSCRAWLSPACECRAWLSPACET.O. PLATE8'-1 1/8"MAIN LVLT.O. FOUND.1'-2 1/8" 3'-6" 7" HEEL HT., TYP.5'-10"STOOPBASEMENT4'-11 1/8"T.O. PLATE8'-1 1/8"612612R-49 ATTICINSUL.FAMILY ROOMKITCHENFOYERPORCH6 3/8" HEEL HT.5'-4 3/4"DINING36" H.WINDWASH11 7/8" FLOOR JOISTSSEE FLOOR JOIST LAYOUT7'-5 1/2"2'-1 1/4"LENNAR WILL INSTALL A "PASSIVE RADON READY" SYSTEM.ALL BASEMENT SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY 6 MILPOLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURESWILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USINGPOLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMPBASKETS WILL HAVE SEALED LIDS.LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THEDRAIN TILE SYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILLUSE THE SHORTEST ROUTE TO EXIT THE ROOF SYSTEM, WITH A MAX. OF (2) 90DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILL BEINSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "RADON GAS VENTSYSTEM" AT ALL ACCESSIBLE LOCATIONS. ALSO, ALL RADON PIPES WILL BE LABELEDAT ALL FLOORS FOR FUTURE REFERENCE.AT ROOF EXIT LOCATIONS, WE WILL MAINTAIN A 10' DISTANCE TO ANY WINDOWLOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THELOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANYOBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. LENNAR WILLINSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FAN ADDITION.RADON NOTE:SCALE:A41TYP. WALL SECTION3/8" = 1'- 0"SCALE:A44HOUSE WRAP DETAIL @ WINDOWN.T.S.SCALE:A42SECTION (ELEV. "A" SHOWN, OTHERS SIMILAR)3/16" = 1'- 0"SCALE:A43SECTION (ELEV. "A" SHOWN, OTHERS SIMILAR)3/16" = 1'- 0"SCALE:A45SECTION AT ELEVATION A33/16" = 1'- 0" TO LIGHT ATBASEMENTKITCHENDINING ROOMHALLW.I.C.OWNER'S SUITEGARAGEHALLBATHFAMILY ROOMPORCHMUDROOMFOYERPOWDER ROOMCHIMES T OWNER'SBATHBEDROOM #2BEDROOM #33'-3" 3'-0"ELECTRICALSERVICEPANELMM MM 6'-10"CAPPEDFIXTURE R.I. 4'-0"7'-5"4'-0"4'-0"3' MIN.W/ CFRICLG. MNT. FORG.D.O.CLG. MNT. FORG.D.O.TO SWITCH AT1ST FLOORDEDICATEDCIRCUITW.H.FDSUB-SLABVENTSUMPOUTLET REQUIREDW/I 8' OF WATERMAINDUPLEX 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 DETECTORSSCALE:A51MAIN FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A52FOUNDATION ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A52AWALKOUT FOUNDATION ELECTRICAL PLAN1/4" = 1'- 0"NOTE:SEE FLOOR PLAN SHEETS& PANEL FOR OPTIONS HEADER1/2" GYPSUM BD.1/2" GYPSUM BD.WIN. OPNG.2x6 HEADER PLATEINSULATE1 1/4" RIM BOARD2x6 DOUBLE TOP PLATE2x6 SILL PLATESUBFL.INSULATE2" SPRAY6'-11 3/8" TO T.O. WIN. R.O.SUBFL. AT 8' CLG. 8'-0" TO SUBFL. AT 9' CLG.1x2 AT EA. SIDE OFWINDOW OPENINGSHEATHINGFOAM INSUL.FLOOR SYSTEM PER PLAN1/2" GYPSUM BD.TRUSS BTM. CHORDTOP PLATEDOUBLE WIN. OPNG.WIN. HDRS.SHEATHING2x6 HDR. PLATET.O. WIN. R.O.6'-11 3/8" TO SUBFL.INSULATEINT/EXT WALL INTERSECTIONINTERIOR WALL CORNER2x6 EXTERIOR WALL1/2" GYPSUM BOARD2x6 R.W. 2x4 R.W. 2x6 EXTERIOR WALL2x2 R.W. INSIDE CORNEROUTSIDE CORNERINSULATE STUDCAVITIES OF ALLCORNERS AND INTERSECTIONSOF OUTSIDE WALLSSIDING2x4 INTERIOR WALL 2x4 BACKINGAT MID HGT.2x4 INT. WALLSHEATHING(EXT. FIN. MAY VARY PER PLAN)PER PLANEXT. MAY 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 cavity completely tomaintain R-value ofadjacent cavities. UPW D FDW.H.SUMP(7) EQ. R. W/ 10"T. 4636 SLIDER 4636 SLIDER4636 SLIDERBATHBEDROOM #4MECHANICALROOMUNFINISHEDW D 8"13'-9 1/2"3 1/2"17'-3 3/4"3 1/2" 8" 31'-10 1/2" (LOOKOUT)8"12'-4 1/2"5 1/2"5'-0"8"44'-9" (LOOKOUT FOUND.)SUB-SLAB VENTOMIT (1) STUD ANDHEADER SPAN W/ (2) 2x6W/ (1) JACK EA. ENDCRAWLSPACE3'-1"3'-4 1/2"2'-8"6 1/2"11'-7"8"22'-10" 9'-0 3/4" 14'-5 1/2" (LOOKOUT)3 1/2"16'-7 1/2"8'-1"5'-3 1/2"8'-1"FIELD VERIFY SUMPLOCATIONNOTE: OPENBELOW FORCRAWLSPACEACCESSP.H.24" T.B.2668246812'-4 1/2"5068 BI-PASS7'-5"2'-4 1/2"2668STORAGEUNFINISHED25'-3 1/2"266811'-7 1/4" 2 8 6 8 (1) SH. & RD.12" DEEP SOFFITAT DROPPED BEAM2'-0"2'-0 1/2"5'-0"2'-0"3 1/2"24"x36"SHEETROCKEDOPENING4'-5"WOOD CAP BOARD @LOOKOUT WALLS, TYP.1'-6"1'-3"FRAME WALL INCLOSET FULL HT.PLYWOOD THIS WALLONLY - MECH. RM.WOOD CAP BOARD@ LOOKOUTWALLS, TYP.FLEX ROOMLAUNDRY2x4 FALSE WALLFOR MECH.DROP CEILINGIN LAUNDRY 8"WIRE SHELF @ 64" A.F.F.32x60 W/SH8'-9"FLR BRKFLR BRKFLR BRKFLR BRKRECREATION ROOMCRAWLSPACERECREATION ROOMBEDROOM #4BATHMECHANICAL ROOMLAUNDRYW.H.FDSUB-SLABVENTDEDICATEDCIRCUITCRAWL SPACETO SWITCH AT1ST FLOORSUMPOUTLET REQUIREDW/I 8' OF WATERMAINFLEX ROOMCRAWLSPACEUNFINISHEDMECHANICAL ROOMW.H.FDSUB-SLABVENTDEDICATEDCIRCUITTO SWITCH AT1ST FLOORSUMPLEDLEDLEDLEDLEDLEDLEDLEDOUTLET REQUIREDW/I 8' OF WATERMAINCRAWL SPACERECREATION ROOMUPW D FDW.H.SUMP(7) EQ. R. W/ 10"T. 4636 SLIDER 4636 SLIDER4636 SLIDERMECHANICALROOMUNFINISHEDW D 8"13'-9 1/2"3 1/2"17'-3 3/4"3 1/2" 8" 31'-10 1/2" (LOOKOUT)8"12'-4 1/2"5 1/2"5'-0"8"44'-9" (LOOKOUT FOUND.)SUB-SLAB VENTOMIT (1) STUD ANDHEADER SPAN W/ (2) 2x6W/ (1) JACK EA. END3'-1"3'-4 1/2"2'-8"6 1/2"8"13'-9 1/2" 9'-0 3/4"14'-5 1/2" (LOOKOUT)3 1/2"16'-7 1/2"6'-11"5'-3 1/2"8'-1"FIELD VERIFY SUMPLOCATIONNOTE: OPENBELOW FORCRAWLSPACEACCESS25'-3 1/2"2 6 6 8 15'-9 3/4"5'-0"2'-0"3 1/2"24"x36"SHEETROCKEDOPENINGWOOD CAPBOARD @LOOKOUT WALLS,TYP.1'-6"1'-3"PLYWOOD THIS WALLONLY - MECH. RM.LAUNDRY2x4 FALSE WALLFOR MECH.DROP CEILINGIN LAUNDRY 8"WIRE SHELF @ 64" A.F.F.28683'-7"UNFINISHEDCONC.2'-6"11'-5" 8'-10" 2x6 WALL2668 17'-1 1/2"FLR BRKFLR BRK FLR BRKRECREATION ROOMCRAWLSPACEINT WALL2x2 NAILER3/4" PLYWOOD1/2" GYP. BD.FIRE STOP5/8" GYP. BD.I-JOIST OR 2XDOUBLE TOP PLATEPER PLANPER PLANFOUNDATIONINSULATIONFOUNDATION WALLBETWEEN FRAMING2x4 STUDS @ 16" O.C.1/2" GYP. BD.CAULK BOTTOM PLATETO CONC. FLOOR2x4 BLOCKINGMIN. 1/2" AIRSPACEAND FOUNDATION WALL2x4 STUDS @ 16" O.C.WOOD CAPBASE TRIMMIN. 1/2" AIRSPACEBETWEEN FRAMING& FOUNDATION WALLSTYLE VARIESDUPLEX 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 DETECTORLED FIXTURELMULTI-MEDIA JACKMMTCMSDCHAND 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 DETECTORSBATH R.I.BEDROOM ROUGH-IN2668246812'-4 1/2"5068 BI-PASS26682668FLR BRK 2x4 STUD WALLS-UNFINISHEDLOCATE PER LL FINISH PLANFUTUREFUTUREFUTUREFUTURESOFFIT DETAILNO SCALEHALF WALL: LOOKOUT/EGRESS WALLNO SCALEFOUNDATION FRAME OUT WALLNO SCALENOTE: VERIFY ALL DIMENSIONSPRIOR TO CONSTRUCTIONELECTRICAL NOTE:LOCATIONS OF ALL ELECTRICALITEMS SHOWN MAY VARYPER ACTUAL SITE CONDITIONSSCALE:L11FINISHED LOWER LEVEL: 926 SF1/4" = 1'- 0"SCALE:L12ELECTRICAL: FINISHED LOWER LEVEL1/4" = 1'- 0"SCALE:L13FINISHED RECREATION RM: 476 SF1/4" = 1'- 0"SCALE:L14ELECTRICAL: FINISHED RECREATION RM.1/4" = 1'- 0"SCALE:L15WALKOUT FOUNDATION3/16" = 1'- 0"SCALE:L16W/ FINISHED REC ROOM1/4" = 1'- 0"BED/BATH R.I. OPTION Sheet:1of3A 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 PLYMinimum distance from edge of hole to inside face of nearest intermediate or cantilever supportTable B - Intermediate or Cantilever SupportDO 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® JoistsMin. distance from Table BDo not cutholes largerthan 112" incantilever6"Closely grouped roundholes are permitted ifthe group perimetermeets requirements forround or square holes.No field cutholes inhatchedzones10'-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"10'-0"1'-0"5601'-0" 1'-0" 1'-0" 5'-0" 7'-6" 2'-0"1'-0" 10'-0"3'-0" 4'-6" 11'-0"13"11'-0"10'-0"SQUARE OR RECTANGULAR HOLE SIZE13"5'-0"7'-0"ROUND HOLE SIZE1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"2'-0"1'-6"1'-0"1'-6"1'-0"2'-0"2'-6"56016"14"1'-0"3601102305601'-0"1'-0"1'-0"2102301101'-0"1'-0"1'-0"1178"912"1102303602101102302101'-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'-0"3'-0"6'-6"3'-0"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"2'-6"3'-6"3'-0"5'-6"6'-6"7'-0"6'-0"3"JOISTDEPTHTJI®2" 4" 878" 11"1'-6"2'-0"1'-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'-0"5'-6"4'-6" 8'-0"4'-0"2'-6"1'-0"1'-0"4'-0"1'-6"2'-0"5'-0"2'-0"1'-6"2'-0"3'-0"2'-6"2'-0"9'-6"8'-0"9'-0"7'-6"10'-0"7'-0"5'-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'-0"2'-6"2'-6" 3'-6"4'-6"4'-0"7'-6"7'-0"6'-6"6'-0"3"2" 4" 11"878"612"5'-6"5'-0"5'-6"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'-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'-0"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'-0"6'-6"7'-6"7'-0"5'-6"5"5"7"7"1'-6"2'-6"3'-0"1'-6"1'-0"1'-6"3'-0"1'-6"1'-6"1'-0"1'-0"1'-0"15'-6"15'-6"1634"11'-0"10'-0"6"1'-0"1'-0"1'-0"1'-0"18"20"1'-0"3605605603601'-0"1'-0"1'-0"4"2'-0" 4'-0"2'-0"1'-0"1'-0"4'-6"2'-0"2'-0"8"10"9'-6"5'-6"10'-6"7'-0"4'-6"4'-0"8'-6"7'-0"12"1434"6"5'-0"3'-0"3'-6"1'-6"1'-0"2'-0"1'-0"1'-0"4"12'-0"11'-6"11'-0"10'-0"6'-0"8'-0"7'-0"4'-6"11'-0"10'-6"8'-0"8"10"13'-6"14'-0"14'-6"13'-6"13'-0'12"7"1'-0"1'-0"1'-0"1'-0"7"3'-0"5'-0"4'-6"6'-6"2'-0"2'-6"5603603'-6" 5'-0"3'-0" 4'-0"3'-0"2'-6"2'-0"1'-6"5'-6"4'-0"3'-6" 5'-0"6'-0"7'-0"5'-6"6'-0"1'-6"1'-6"11'-0"6'-0"1'-0"2101'-0" 1'-0" 1'-0" 2'-6" 3'-6" 1'-0"1'-0" 1'-0" 2'-0" 8'-0"6'-6"1'-0" 3'-0"1'-6" 3'-6"1634"1434"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.Leave 18" of web (minimum) at top and bottom of hole. DO NOT cut joist flanges.Tables are based on uniform load tables in current design literature.Rectangular holes based on measurement of longest side.13"SQUARE OR RECTANGULAR HOLE SIZE16'-6"16'-0"18'-0"17'-0"13"ROUND HOLE SIZE11'-0"10'-0"15'-0"13'-6"4'-0"2'-6"2303'-0"1'-0"1'-0"1'-0"1'-0"3'-0"3'-0"1'-0"1'-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"2101101'-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"2'-0"1'-6"4'-6"4'-0"10'-0"11'-0"4'-6"12'-0"8'-6"9'-0"8'-6"3"2'-6"2'-6"912"TJI®2101102"2'-0"2'-0"4"3'-6"3'-6"612"8'-0"7'-6"878" 11"7'-6"3'-6"2'-0" 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"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"3'-0"2'-6"8'-0"7'-0"12'-0"9'-0"9'-6"3"3'-0"2'-6"2'-0"1'-6"2"4'-0"3'-6"4"612"7'-6"6'-6"11"878"5"4'-6"5'-0"2'-6"3'-0"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"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"JOISTDEPTH20'-6"8"10"6"4" 12"12"10"8"6"4"15'-0"15'-6"1'-0"1'-0"1'-0"1'-0"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"11'-6"5'-6"15'-6"11'-0"14'-6"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"17'-6'19'-0"19'-6"1'-6"1'-0"1'-0"1'-0"7"6'-6"4'-0"6'-0"8'-6"7"5'-0"4'-0"3605603'-0"3'-6"5'-6"6'-0"9'-0"10'-0"4'-6"5'-6"3'-0"4'-0"5'-6"6'-6"8'-0"9'-0"7'-6"6'-6" 7'-6"8'-0"8'-6"15'-0"8'-6"1'-0"1101'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0"1'-0" 1'-0" 3'-6" 11'-6"8'-6"1'-0" 1'-0" 1'-0" 4-6"1634"1434"1634"1434"20'-6"19'-0"19'-0"EXTERIOR 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 maximumcapacityDO NOT cut, notch or drillholes in headers or beamsexcept as indicated inillustrations and tables.1.3E 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 anywhere along the member.Maximum RoundHole SizeHeader or Beam Depth8"Allowed hole zone1.55 E TimberStrand® LSLOther Trus Joist® BeamsThese 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.LEVEL NOTESCurrent Date:3/23/2021File Name:DONOVAN.jvlLevel Name:1st FloorBuilding Code - Design Methodology:IBC 2018Members with Design Overridden:TJ-Pro RaƟng (Weighted Average):Unable to CalculateMinimum Level TJ - Pro RaƟng & Joist:Unable to CalculateMaximum Level TJ - Pro RaƟng & Joist:Unable to CalculateFLOORFloor Container:LOWUse/Occupancy:ResidenƟalLivingAreasFloor Area Loading is:40.0 lb/Ō² Live Load & 12.0 lb/Ō² Dead LoadOperator Added AddiƟonal LoadsFloor Maximum Allowed DeflecƟonL/480 Live Load & L/240 Total LoadTJ-Pro RaƟng InformaƟon:Weighted Average:Unable to CalculateDirectly Applied Ceiling:NoneDecking AƩachment:Glue and NailDecking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SFPerpendicular ParƟƟon:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:NoProductsPlotID Length Product Plies Net QtyABk1 34' 1 1/4" 11 7/8" TJI 210 joist 1 1TS1 35' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 8TS2 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS3 17' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS4 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS5 11' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3TS6 9' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 8AccessoriesPlotID Length Product Plies Net Qty23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 21A3A3A3B1A3A3A3TS3TS4STRm1STRm1STRm1STRm1STRm1ABk1ABk1TS2ABk11' 6 3/16"1' 7 3/16"STRm1STRm1STRm1STRm1STRm1ABk1ABk1ABk1ABk1ABk1ABk1ABk1ABk1ABk1ABk1TS119.2" O.C.TS519.2" O.C.TS619.2" O.C.An additional 8 PSF DL has been added toaccount for tile load on this floor. Seearchitecturals for tile locations.An additional 20 PSF DL has been added toaccount for load from kitchen counter tops.An additional 10 psf LL has been added toaccount for code minimum requirements innon-sleeping rooms.Blocking per site requirements.Refer to Hanson's Detail 2/S2.NO MATERIAL CHANGE FORBATH OPTIONS.Sheet:2OF3A 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:03.23.21Lack 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"Joists may be shiŌed up to 3" if floor panel edgeis supported and span raƟng is not exceeded.DO NOT CUT FLANGES.Only header openings and roof loads which affectWeyerhaeuser product sizes have been denoted onthis layout. In addition to any'CS' detail calloutsshown, solid blocking and/or squash blocks arerequired to provide vertical load transfer from allconcentrated load locations to foundation below.See Pocket Framer's Guide for appropriate detail(s).This layout is intended for the use of Trus Joist®engineered wood products only. The substitution ofother engineered wood products with this layout isNOT PERMITTED. Please identify the TJI®,TimberStrand® LSL, Microllam® LVL, and Parallam®PSL stamps on the product to ensure that this layoutis valid for the products actually installed.This drawing may contain deviaƟons from the originalproject documents. It is the responsibility of the contractorto noƟfy the project Design Professional of thesedeviaƟons to verify conformance with the original designintent of the project.INSTALL (4) 2X6 SQUASH BLOCKS UNDERALL POINT LOADS AT FRONT OF HOUSE.FOR POINT LOADS OVER 10,000#CONTACT LENNAR FOR DETAILS.Blocking at Kitchen Island Start Framing Here.ProductsPlotID Length Product Plies Net QtyABk1 19' 0 5/8" 11 7/8" TJI 210 joist 1 1M2-2 13' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2TS1 33' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9TS2-2 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2TS3 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5TS4 15' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 13TS5 9' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS6 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10AccessoriesPlotID Length Product Plies Net Qty23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 33ElevaƟons F & H - ADDPlotID Length Product Plies Net QtyM1-2 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2Framing Connector SummaryPlotID Qty Manuf Product Web SƟffH1 4 Simpson LUS210 NoCSCSE1B4B1B1B1B1A3A3A3A3TS2-2STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1ABk1ABk1ABk1ABk1TS5M2-22' 0" 1' 2 3/8"3"3"1' 7 7/16"1' 7 3/16"1' 7 3/16"2' 0" 1' 7 3/16"1' 8 9/16"SSHd1-2M1-2TS419.2" O.C.TS419.2" O.C.TS319.2" O.C.TS119.2" O.C.TS616" O.C.H1ELEVATIONS F & HSheet:3OF3A 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:30/40DEFLECTION:L/480 LIVEL/240 TOTALDRAWN BY:JLT42/52WIND/EXP.:N/ADATE:03.23.21Lack 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. ©                           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                                            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      © 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          UFER Ground 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 66,000 1024 1024 .34 .34 .66 .66 8.8 3.4 3424 514 514 240 375 375 -139 145 73 8128 186th Street West Date Certificate Posted X Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct 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 13ACXN24-230 Fuel Type Manufacturer Lennox AOSmith Lennox Model ML193UH070XP24B 13 Location of duct or system: Rating or Size 50 Output in Tons:2 Efficiency SEER /EER Residential Load Calculation Heating Loss Heating Gain Cooling Load 57,940 16,094 20,810 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:145 MN License Number CalAtlantic Group LLC dba Lennar BC736565 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.2/16/2023 Mailing Address of the Dwelling or Dwelling Unit City Lakeville8128 186th Street West 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: 73 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 8128 186th Street West CalAtlantic Group LLC dba Lennar Jesse Schwarzrock 612-346-2648 Jesse.Schwarzrock@Lennar.com Residential Development 61995 Hollie Hennagir Pathlight Pro (612)224-4107 hhennagir@pathlightpro.com University of Minnesota 09/01/2024 2/16/2023Kurt NiskaDigitally signed by Kurt Niska Date: 2023.02.16 16:36:58 -06'00' 2/21/23 X PM