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LA199085 - 20355 Gateway Dr 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:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.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 DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 12T.O. PLATE9'-1 1/8"1st FLR.T.O. FTN8'-1 1/8"HORIZONTAL16" LOUVERSHUTTERS2nd FLR.SIDING, TYP.T.O. PLATE1610126'-0" 4'-2 3/4"T.O. FTN1st FLR.25'-0"3RIPPEDSEE COLUMNDETAIL2JAMBINNER1FACE APPLIEDSTONE VENEER21FLASHING4:12 PITCHSEE GABLE TRIM DETAIL4'-0"W/ OPAQUE BACKING2' DIA. FIXED WINDOW-OR- PROVIDE DARK COMPOSITION12SHINGLESTINTED GLASSVINYL SHAKE SIDING6:12 PITCHFACE APPLIEDSTONE VENEER26:12 PITCH6" TRIM6" TRIM4" TRIM6" TRIMADDRESSLOCATIONSTONESILL10'-0 1/4"T.O. GARAGE PLATE8" TRIM8" TRIM10" TRIM8" TRIMAT VAULT OPTIONOWNERS CEILING1212612'-0"612HORIZONTAL SIDING10:12 PITCH8:12 PITCHSTONE RETURNS 2' 8" TRIM9'-1 1/8"1st FLR.T/FNDTN8'-1 1/8"2nd FLR.T/PL.T/PL.24"ROOF VENTS6:12 6:1210:1210:128:128:126:12 6:12 4:126:1212" RAKEOVERHANG11 1/4"EXTEND CRICKET18" PAST HOUSESLOPE T.B.D. INFIELD6' TYPICAL ICE & WATERSHIELD FOR EXTERIOR WALLS& 3' AT ROOF VALLEYS12" RAKE O.H. AT SIDE ELEV'S12" AT FRONT & REAR - TYP.ROOF VENTS BY ROOFINGCONTRACTOR5'-2 1/2"8'-8 3/8"(FIELD VERIFY HEIGHT)3'-5 7/8"(+/-)(+/-)8" SQUARE COLUMN,PVC OR EQ. WRAPTOP OF PORCH2" STONE CAPFACE APPLIEDSTONE VENEER16" x 16"PIER1'-4"1'-8"1x4 CAP TRIM, PVCOR EQ.1x6 BASE TRIM, PVCOR EQ.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 KEY1LOCATION OF MATERIAL1234EXTERIOR TRIM KEYFRIEZE, RETURNS4"" FACE TRIM STACKEDON TOP OF 6" FACE TRIM1'-6"1'-8"6" FACE TRIMSIDING 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 WINDOWS4612121216'-0"STOOPHORIZONTAL SIDING10:12 PITCH8:12 PITCHSTONE RETURNS 2' 8" TRIM26:12PITCHCOMPOSITION6:12 PITCHSHINGLESHORIZONTAL SIDING26:12PITCHCOMPOSITION6:12 PITCHSHINGLESHORIZONTAL SIDINGT/BASEMENT SLAB26:12PITCHCOMPOSITION6:12 PITCHSHINGLESHORIZONTAL SIDINGT/SLAB AND REAR FOUNDATION WALLSEE 05/A2.2W7'-7 1/4"26:12PITCHCOMPOSITION6:12 PITCHSHINGLESHORIZONTAL SIDINGT/BASEMENT SLABTRADITIONS SERIESEN06 F3 - SPRINGFIELDGARAGEMAIN FLOOR 636 SF1,214 SFSECOND FLOOR 1,225 SFTOTAL2,439 SFMORNING ROOM OPTION170 SFFIN. LOWER LEVEL OPTION1033 SFFOUNDATION 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-5SCALE:A11FRONT ELEVATION1/4" = 1'- 0"SCALE:A12ROOF PLAN1/8" = 1'- 0"SCALE:A11AGABLE TRIM DETAIL1/2" = 1'- 0"SCALE:A13SIDE ELEVATION1/8" = 1'- 0"SCALE:A14SIDE ELEVATION1/8" = 1'- 0"SCALE:A16COLUMN DETAIL1/2" = 1'- 0"SCALE:A15REAR ELEVATION-FULL FOUND.1/8" = 1'- 0"SCALE:A15BREAR ELEVATION-GARDEN FOUND.1/8" = 1'- 0"SCALE:A15CREAR ELEVATION-LOOKOUT 1/8" = 1'- 0"SCALE:A15DREAR ELEVATION-WALKOUT1/8" = 1'- 0" 20355 Gateway Drive Cedar Hills-2nd Addition SHAKE SIDINGHORIZONTAL LAP SIDINGFACE APPLIED STONE VENEERFACE APPLIED STONE VENEERVINYL SIDING ON FRONT ELEVATION.VINYL SIDING ON SIDE AND REAR ELEVATIONS.HORIZONTAL LAP SIDINGSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/26/2022dmathews W 8 x 13 x 19'-2" LSTL. BM. ABV.4" DIA. AFCO '4X' ADJ.STL. COLUMN ON36"x36"x16" DP. CONC.FOOTING. ADJUSTABLEPORTIONS OF COLUMNTO BE ENCASED INCONCRETE.4" DIA. AFCO '4X' ADJ. STL.COLUMN ON 30"x30"x12" D.CONC. FOOTING.ADJUSTABLE PORTIONS OFCOLUMN TO BE ENCASED INCONCRETE.(2) 1 3/4"x11 7/8" LSLW/ (1) JACK EA. END10'-9"10'-0 1/2"HOLD T/WALLDN 12" TYP.SLAB ABOVE4" CONC. PORCH10'-6"4'-4 1/2" 51'-10 1/2"15'-0"14'-6"45'-0"8"6"6'-1 1/2" 28'-7" 29'-9" SYSTEM ABOVE PRE-ENG FLOOR 6"8"SYSTEM ABV. PRE-ENG. FLRSUMP 15'-11"21'-0 3/4"6"18'-7"1'-11 1/4"1'-11 1/4"16'-1 1/2"20'-0"6" 2'-11"3'-7 1/8"3'-8 5/8"4'-4 1/2"SLOPE SLAB 4" TO DOOR CJCJ 17'-5 1/2"5'-10"SYSTEM ABOVE PRE-ENG FLR.3'-3"CJ SYSTEM ABV PRE-ENG FLR.3'-1"3'-1"5'-7"3'-1" CJ 20" WIDE X 8" DEEP(5,000 P.S.I.) TYP.CONT. CONC. FOOTING8"5'-3 1/2"6" ELEC. SLEEVE WATER SLEEVE 4" CONC. SLAB OVER6 MIL. VAPOR BARRIEROVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.)BASEMENT SLAB(3500 P.S.I.)GARAGE SLAB4" CONC. SLABFPHBSUB-SLABVENTSUMP PIT DISCHARGEFPHBTHICKNESS ANDNOTE:BASEMENT WALLREINFORCING PERIRC SEC. R404BATHROUGH-INPRE-ENG FLOOR SYSTEM ABOVE PRE-ENG FLOOR SYSTEM ABOVE 39'-9"33'-3"8"8"4'-6"8"5'-10"2'-11"DROP PIT 8"PIT DRAIN18'-4 1/2"PLACE WEEP TUBESEVERY 6' IN FOOTINGF.D.WHFURNAIR EXCHANGER5'-4"5'-11"12'-8 1/2"16'-7"8"x4"x8 1/4" D.BM. POCKET(TYPICAL)2838CSMT.WDW.WD. FRAMINGAT HATCHED AREAEGRESS PITLADDERINTERIOR STUD BEARING WALLW/ 2x6 STUDS AT 16" O.C., DBLTOP PLATE AND P.T. SILL PLATEON 17" W x 8" DP. CONC. FOOTING5 1/2"ADD R-10 RIGID INSULATIONHATCHED AREADEFINES 80 S.F.UNPROTECTEDFLOOR AREA7'-1 1/4"1'-4"4" 28'-8 1/2"6" 49'-10 1/2" 20'-1"9'-9 1/2" 4'-4"8" 3'-8"8"10'-0"11 1/4"8'-1 1/2"11 1/4"19'-6"6"1'-6"6" 2'-0"5'-1 1/2"OPTIONAL WET BAR ROUGH-IN 4'-10 1/2"6'-8"UP (15) EQ. RISERS (16 R. W/ AT 9' FOUND.)W/ 10" TREADS1 1/2" OVERHANG OF FLOOR ABOVEINSTALL 2" R-10 RIGID INSULATIONAROUND PERIMETER OF HOUSEFOUNDATION, TYP.POUR GARAGE SLAB FLUSH45°6"2"4" LEDGE AT GARAGE COMMON WALL2" LEDGE AT GARAGE WALL-TYPICAL1 1/2"4"6"2"6"10"2'-11"6'-2 1/4"1 1/2"21'-5 1/2"3'-5"4'-1 1/2"GARAGE DOORDROP FDTN 8" AT22'-0"1 1/2"GARAGE DOORDROP FDTN 8" ATSTUD BEARING WALL W/ 2x4STUDS AT 16" O.C., DBL TOPPLATE AND P.T. SILL PLATE ON17" W x 8" DP. CONC. FOOTING℄5'-8"EL.= 0'-0"(FULL HEIGHT)T/ FDN.EL.= MINUS 3'-10"T/ FDN.(1) JACK EA END(3) 2x10 HDR W/4636 SLIDER8'-5"T/ FDN.EL.= 0'-0"EL.= MINUS 3'-10"T/ FDN.2x8 STUD KNEE WALL W/ STEM FNDTN WALLSTUDS AT 16" O.C. ON 3'-6" HIGH(3) 2x10 HDR. W/4636 SLIDER25'-8"(1) JACK EA ENDEXTEND FULL HT.CONC. WALL TO REARCORNEREXTEND FULL HT.CONC. WALL TOREAR CORNER39'-9"SUMP PIT DISCHARGEPT. LOAD AT ELEV. E8" 7 1/4"1 1/2"8"1 1/2"INSIDE FACE OF FOUNDATIONWALL BELOW(MINUS 4'-6" AT9' BSMT. OPT.)(MINUS 4'-6" AT9' BSMT. OPT.)CORRUGATED STEEL EGRESS WELL75"W. x12"H. x 36"5'-6"MINUS 5'-6" @ 9' FND.MINUS 4'-10 @ 8'-4" FND.2'-3"MINUS 4'-6" @ 9' FND.MINUS 3'-10" @ 8'-4" FND.20'-2"MINUS 4'-6" @ 9' FND.MINUS 3'-10" @ 8'-4" FND.5'-6"MINUS 5'-6" @ 9' FND.MINUS 4'-10 @ 8'-4" FND.5'-0"MINUS 4'-6" @ 9' FND.MINUS 3'-10" @ 8'-4" FND.FPHBADD R-5 "THERMAX"INSUL. TO SIDEWALLS4" 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. FOOTING2x6 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 SIDEU.N.O. BY ENGINEERGRADEWINDOW WELL WITH8" POURED CONCRETEPER PLANEGRESS WELLDRAIN FIELDBATT INS.(TR) 2x8" SUBFRAMESOCKED DRAINTILE CONNECTSTO INTERIORN.T.S.MIN. PER EGRESSNOTE:44" MAX. FROMT.O. SLAB TOWIN. EGRESSLADDERPER PLAN HEADER PER PLAN42"4'-4"WATERPROOFINGPER PLANFL. SYSTEMRIM BOARD (BY MFG.)EXT. FIN. PER PLANRIGID INSUL.R-10 EXT. FDN.1/2" EXT. SHEATHINGWATERPROOFING2X8 SILL PLATECANT. 1 1/2"2X8 STUDSPERIMETER OUTSIDE WALLSWATERPROOFING ALLWALLS BELOW GRADE4" WEEPSEVERY 6'4" CONC. SLABFLOOR SYSTEMGARAGE SLAB SLOPE: 4"20" x 8" CONC. FOOTINGPER PLAN20" x 8" CONC. FOOTING8"PER PLANWATERPROOFINGB.O. FTG.GRADE3'-6" MIN.VAPOR BARRIER4" GRANULAR FILL4" CONC. SLABTOP OF CURBTOP OF FDN.TREATED 2x SILLPLATE W/ SILL SEALERSHEATHINGEXT. MTR'L. PER PLANRIM BOARD (BY MFG.)5/8" GYP. SHEATHINGR-10 EXTERIOR FDN.INSULATION10"6"4"2" CERTI-STUD ATFOUNDATION LEDGER-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOP OFFOUNDATION WALL2x6 SILL PLATEW/ ANCHOR BOLT / STRAPNO CANT. AT GARAGESTD. RIM DETAILHOUSE BASELINE DIM.GAR. OUT TO OUT DIM.NOTE: NO R-5 INSUL.REQ'D. AT GAR./HOUSEINT. COMMON WALLS4" WEEPS EVERY 6'4"(PLATE SIZE PER PLAN)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'SYSTEMFLR. 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'SYSTEM5'-8"EL.= 0'-0"(FULL HEIGHT)T/ FDN.EL.= MINUS 4'-10"T/ FDN.(1) JACK EA END(3) 2x10 HDR W/4636 SLIDER8'-5"T/ FDN.EL.= 0'-0"EL.= MINUS 4'-10"T/ FDN.2x8 STUD KNEE WALL W/ STUDSSTEM FNDTN WALLAT 16" O.C. ON 3'-6" HIGH(1) JACKS EA END(3) 2x10 HDR. W/4636 SLIDER(3) 2x10 HDR. W/4636 SLIDER9'-9"(1) JACK EA ENDADD R-5 "THERMAX"INSUL. TO SIDEWALLSEXTEND FULL HT.CONC. WALL TO REARCORNEREXTEND FULL HT.CONC. WALL TOREAR CORNER15'-11"39'-9"SUMP PIT DISCHARGEPT. LOAD AT ELEV. E8" 7 1/4"1 1/2"8"1 1/2"INSIDE FACE OF FOUNDATIONWALL BELOW(MINUS 5'-6" AT9' BSMT. OPT.)(MINUS 5'-6" AT9' BSMT. OPT.)FPHB(2) 2x10 HDR. W/(1) JACK EA END30 50(1) JACK EA END(2) 2x10 HDR. W/6068 SGD(2) 2x10 HEADERW/ (1) JACK EA END6'-11"W/ STUDS AT 16"O.C.2x6 BEARING WALL T/ FDN.EL.= MINUS 8'-0"EL.= MINUS 4'-6"T/ FDN.W/ STUDS AT 16" O.C.STEP FNDTN WALL2x8 STUD KNEE WALL 15'-0"18'-0" FOOTING STEP 18'-0" 15'-0"T/ FDN.EL.= MINUS 4'-6"T/ FDN.EL.= MINUS 8'-0"SEE 05/A2.2WON 4'-0" HIGHSTEM FNDTN WALLSUMP PIT DISCHARGE5'-8"16'-11 1/2"8"30 5010'-2 1/2"LINE OF FOUNDATIONWALL BELOW39'-9"8"5 1/2"1 1/2"8"7 1/4"7 1/4"ADD R-5 "THERMAX"INSUL. TO SIDEWALLS(MINUS 8'-8" AT9' BSMT. OPT.)(MINUS 8'-8" AT9' BSMT. OPT.)(MINUS 5'-6" AT9' BSMT. OPT.)(MINUS 5'-6" AT9' BSMT. OPT.)FPHBFOUNDATION 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:A21FOUNDATION PLAN1/4" = 1'- 0"SCALE:A21AGARDEN FOUNDATION1/4" = 1'- 0"SCALE:A21BLOOKOUT FOUNDATION1/4" = 1'- 0"SCALE:A21CWALKOUT FOUNDATION1/4" = 1'- 0"SCALE:A27BEARING WALL3/4" = 1'- 0"SCALE:A28DETAIL AT STOOP3/4" = 1'- 0"SCALE:A24EGRESS WELL DETAIL3/4" = 1'- 0"SCALE:A23FULL FOUND. / SIDE WALL DETAIL3/4" = 1'- 0"SCALE:A22FULL FOUND. / REAR WALL DETAIL3/4" = 1'- 0"SCALE:A25LOOKOUT DETAIL3/4" = 1'- 0"SCALE:A26WALKOUT DETAIL3/4" = 1'- 0"SCALE:A29NON-DROPPED GARAGE / COMMON WALL3/4" = 1'- 0"SCALE:A210CORNER DETAIL @ FOUNDATION WALL3/8" = 1'- 0"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.SCALE:A72LOOKOUT FOUNDATION PLAN1/4" = 1'- 0"(MINUS 4'-10" AT 8' BSMT.)(MINUS 4'-10" AT 8' BSMT.)96" CS-WSP64" CS-WSP64" CS-WSP32" CS-WSP32" CS-WSP 16'-1 1/2"15'-5 1/2"@ 24" O.C. - TYPICALROOF TRUSSES ABOVE16'-1 1/2"45'-0"20'-0"40'-0"52'-0"30'-0"12'-4 1/2"15'-0"3'-1 1/2"3 1/2"5'-9 1/2"10'-2 1/2"22'-11 1/2"16'-1 1/2"7"13'-11"8'-6 1/2"1'-4"6'-2"(COL. BASETO WALL)(COL. BASE TO6'-0"COL. BASE)1'-4"(TO STOOP)(TO COL. BASE)4'-6"1'-4"4'-4 1/2"6'-0"16'-0"17'-4"5'-9 1/2"4'-10"10'-7 1/2"4'-4 1/2"1'-3"3'-6"4'-6"8'-10 1/2"1'-11"11"3'-0"6'-7 1/2"2'-2 1/2"4'-2"02A46'-4 1/2"5'-1"3'-8 1/2"5'-3 1/2"2'-1"4'-1 1/2"3'-2"2'-1"3'-4"2'-3"2'-3"3'-8"1'-10"DW02A47" 3" ROOF GIRDER TRUSS ABV (4)JACKS EA END 3'-7"19'-9 1/2"5'-1 1/2" 19'-8 1/2" 3 1/2"3 1/2"2'-0"5'-0"10'-0"8'-1 1/2"5 1/2" 52'-0"2"5 1/2"5 1/2"5 1/2"5 1/2" 5 1/2"5 1/2"29'-10" 5 1/2" EQUALEQUAL 3 1/2"21'-7"3 1/2"VENEERSTONETRUSSES ABVMONO ROOF PRE-ENG. FLR. SYSTEMABOVE, SEE LAYOUTPRE-ENG. FLR. SYSTEMABOVE, SEE LAYOUTJOISTS ABOVECANTILEVERED FLR.FOYER2-STORY2nd FLR. LINEABOVESIDELIGHTW/ 12"3068& TRANSOM 6068 SGD30 40(3) 3050 MULLEDPOWDER246824 6 82468PHPED. LAV. 1R/1S 1R/1S 2x6 WALL DROPCEILING2x6x12 DP.DROPPEDSOFFITTRFLR BRK12"OVERHANG10"FAMILY ROOM2x STUDSTURNEDFLATWISEOPTIONAL DIRECT VENTFIREPLACE LOCATIONS (SEESHEET F1 FOR F.P. DETAILSAND STRUCTURALMODIFICATIONS)NOTE:HVAC CHASE, NOJOISTS BELOWFLOOR BREAK PER SPEC LEVEL PRE-ENG. FLR. SYSTEM ABOVE, SEE LAYOUT11 1/4"11 1/4"1'-11 1/4"1'-11 1/4"(2) JACK EA END(3) 2x10 HDR. W/(2) 2x8 HDR(1)JACK EA END(2) 1 3/4" x 11 7/8" LSLFLUSH(3) 1 3/4" x 11 7/8" LSLW/ (2) JACKS EA. ENDSHADED WALLSINDICATE INTERIORBEARING WALLS W/STUDS AT 16" O.C.W/ DOUBLE TOPPLATE(2) 2x8 HDR(1) 2x6 JACK EA. END(2) 2x10 HDR. W/(4) 2x6JACKS(2) 2x6 JACKS EA END4x4 P.T. POST W/ 'SIMPSON' ABA442 BASE AND BCS2-2/4 CAP (TYP.) (3) 2x10 HEADER W/(2) 2x4 JACKS EA. END(2) 2x12 HDR W/16'x8' OVERHEAD DOOR1/2" TYP. "X" GYP. BD.A.C. AREAS ONLYCONCRETE SLAB W/GARAGE@ WALLS AND CEILING @ 8'x8' OVHD DOORKITCHENBREAKFASTREFRRANGE(2) 3060 MULLEDLINE OF 2ndFLOOR ABV.PORCHCONC.AT WALLS & CLG.ADJ. TO HOUSE1/2" GYP. BD.ROOF TRUSSES ABV @ 24" O.C. - TYPICAL STEP DN (3) RSTONE VENEERRETURN2'-0" STONERETURN1 3/4"x9 1/2" LSL 3'-1"5 1/2"11'-1"5'-10"4 SHELVES3'-1"PANTRY2668266826683'-6"3A3RAILING4'-6"9'-1"FLR BRKW/ 2 JACKS(2) 2x10 CONT. (DRP.)(2) 2x10 HDR/1JACK EA. END(2) 1 3/4" x 11 7/8" LSL (FL) ABV.(2) 2x6 JACKS(2) JACKS 206820686'-11"2'-1"FRENCHDOORS2'-1"FLR BRK 2668EACH END2'-5 3/4"3'-8 1/2"(3) 2x4 JACKS(2) JACKS 45°(4) JACKSFLEX ROOM5'-0"DN (15) R. W/ 10" T.16 R W/ 9' FND.28686'-6 1/2"MUDROOMW/ (2) 2x6 JACKS(3) 1 1/2" x 9 1/2" LSLAT EACH END3'-3"7'-7"W/ 10" TREADSUP (16) EQ. RISERS(2) 2x6 JACKS3"(3) JACKS2'-0"3050 FIXEDBEDROOM #4BEDROOM #2W/ (2) JACKS EA ENDGIRDER TRUSS4068 BI-PASS(2) 3050 MULLED2 6 6 8 OPEN TOBELOW1R/1S@ 24" O.C. - TYPICAL ROOF TRUSSES ABOVE 5068 BI-PASS 26681R/1S BEDROOM #31R/1S 5068 BI-PASS 13'-8 1/2"11'-2"40'-0"5'-9 1/2"12'-7 5/8"2'-1"10'-2 1/2"14'-9"5 1/2"5 1/2"5'-0" 32'-0" 5 1/2"9'-11"2'-1"10'-1 1/2"5 1/2"12'-0 1/2"6'-0 1/4"11'-1 1/2"6'-0 1/4"5 1/2"24'-9 1/4"5'-7"40'-0"5 1/2"3'-2 1/4"6'-7"5 1/2"2'-0"6'-9 1/2"3'-1"5'-7 1/2"4'-2 1/2"3'-1"6'-3 1/2"6'-5 1/2" 3'-1" 13'-0 1/2"(2) 2x10 HDR(1) JACK EA END(2) 2x10 HDR(1) JACK EA END(2) 2x10 HDR(1) JACK EA END(1) JACK EA END(2) 2x10 HDR27'-11 1/2"(4) SH.16681'-9 1/2"WD7'-10 3/8"266813'-11"5'-1"9'-2 1/2"W.I.C.1R/1S 1R/1S2x6 WALL3'-4 1/2"2868(1) JACK EA END(3) 2x10 HDR4036 FIXED (SAFETY)24" T.B.3'-7"24682068(4) SH.2'-0"2'-7"6'-1"PH3'-3"2x6 WALL 42" x 60"TUB6" TALL TILEBORDER (3 SIDES)4'-10"3'-10"5 1/2" 30'-0" 16'-9"5 1/2" 2'-6" 5'-0"5'-0" 1'-5 1/2"5'-1"2'-9 1/2"34"x60"SHOWER2'-10"24" T.B.HALL BATH2468266822"x30"ACCESSATTIC2'-9 1/2" 9'-0"32x60W/SH2'-6"FURR-OUTWALL 1/2"FLR BRK FLR BRKFLR BRK24682'-10"PH1'-5" ℄30 5030 50(2) 3050 MULLED 2'-6"NOTE: ADD 3050 WDW TO ELEVS 'FT' & 'GT' ONLY (2) 2x10 HDR (1) JACK EA END (2) 2x10 HDR (1) JACK EA END OWNER'S SUITEWIRE SHELF @ 64" A.F.F.LAUNDRY2'-4"℄48" H. WALLW/ WOOD CAPRAILINGOWNER'SBATH42" H. HALFWALLW/ WOOD CAP5'-0"3'-3"4'-2 1/2"8'-5 1/2"3 1/2"60" VANITY OPT. FREESTANDING L.TUB1'-5"w/ 10" TREADSDN. (16) EQ. RISERSGENERAL 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) TRIMBREAKFASTREFDW10" OVERHANG 4'-6 1/2" OVEN 4'-6"PANTRY4 SHELVES3'-1 1/2"4'-2"26685'-4 1/2"2'-6"11"3'-6"DISPOSAL SWITCHDISP.6'-0"CAPPEDFIXTURE R.I. HOOD GFIP LLLLLLLKITCHENGOURMET4'-6"3'-6"GFIP FLR BRKCH5 1/2"5 1/2"TILEDSHOWERBASESHOWERCONTROL2'-9 1/2"2x6 WALL 10'-5 1/2" 2020 (4) SH.5'-1"5'-5"3'-6"2'-0"2'-7"6'-1"2'-9 1/2"PH3'-3"11'-9"2x4 WALL1'-9"RAISED PLATFORM,SEE DETAILFRAMED GLASS SHOWERSURROUND FROM 42"A.F.F. TO 92" A.F.F. LEAVE4" AIR SPACE ABOVE42" H. 2x4 TILEDHALF-WALL, SLOPEDCAP FOR DRAINAGEBULLNOSE TILEAT WINDOW ANDFRAMED GLASSOPENINGSCORNER BENCHFRAMED @ 18"HIGH TILED TOPAND FACE W/SLOPED TOPSHELF LEDGE2X6 WALLFRAMED 18"HIGH. TILED W/SLOPED TOP3'-9"1'-0 1/2"1'-1"6'-2"24" T.B.1R/1S 1R/1S2'-4"4'-10"9"2'-7"5" 7"3'-10"SAFETY GLASS FLR BRK48"H HALFWALLW/ WOOD CAP24" T.B.2x6 WALL W.I.C.246820682468LL(2) 2x10 HDR(1) JACK EA END6'-0 1/2"9'-0 5/8"ALIGN W/BOTTOM OFCABINET3'-0 1/8"SCALE:A31FIRST FLOOR PLAN1/4" = 1'- 0"SCALE:A32SECOND FLOOR PLAN1/4" = 1'- 0"SCALE:A33KITCHEN DETAIL AT REF.3/8" = 1'- 0"SCALE:A3OPT2SERENITY SHOWER OPTION1/4" = 1'- 0"SCALE:A3OPT1GOURMET KITCHEN OPTION1/4" = 1'- 0"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).36" CS-WSP64" CS-WSPShearwall64" CS-WSPCS-PF216" GB64" WSPBWP AboveCS-PF144" WSPStrap64" CS-WSP21" CS-PF27" CS-PF27" CS-PF21" CS-PF 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. ENERGY HEEL 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.ENGINEERINGMUDROOMBASEMENTOWNER'S W.I.CHALLBEDROOM #2DININGMIN. HEADROOM 8"8'-4"SECOND FLOOR9'-1 1/8"T.O. FOOTING8'-1 1/8"R-20 MIN.INSUL.T.O. PLATET.O. FDTN.FIRST FLR.T.O. PLATE8" (9'-0" AT 9' BSMT.) 6'-8"INSUL.R-49 MIN. HEADROOM 6'-8"OWNER'S BATHLAUNDRYCEILING TEXTURE ONHORIZONTAL PLANE ONLYCEILING CLIPPAINTED TOMATCH WALLABOVE11 7/8" LSL JOISTSSEE FLOOR JOIST LAYOUT11 7/8" LSL JOISTS11 7/8" FLOOR JOISTSCLOSED BOX STAIR(16) EQ. RISERS W/10" TREADSCLOSED BOX STAIR(15) EQ. RISERS W/10" TREADS(16) EQ. R. AT 9'BASEMENTFILTER PAPER O/DRAIN ROCKFILTER PAPER O/DRAIN ROCKHOUSE 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'-4 1/4"8'-0"3 1/2"2'-4 3/4"7'-9"4x4 TRTD POSTSEE A1 FORCOLUMN DETAIL℄SOFFIT / CLG(2) 2X8 BEAMT.O. WDWR-20 SPRAY FOAM INSUL. (+/- 3 1/2") THICK4122'-0"CANT.5'-2"8'-0"3 1/2"2'-7"7'-9"4x4 TRTD POSTSEE A1 FORCOLUMN DETAIL℄SOFFIT / CLG(2) 2X8 BEAMT.O. WDWR-20 SPRAY FOAM INSUL. (+/- 3 1/2") THICK4122'-0"CANT.5'-2"8'-0"3 1/2"2'-7"7'-9"4x4 TRTD POSTSEE A1 FORCOLUMN DETAIL℄SOFFIT / CLG(2) 2X8 BEAMT.O. WDWR-20 SPRAY FOAM INSUL. (+/- 3 1/2") THICK4122'-0"CANT.6'-4"8'-0"4123 1/2"2'-5"T.O. WDW℄8'-9"4x4 TRTD POSTSEE A1 FORCOLUMN DETAILR-20 SPRAY FOAM INSUL. (+/- 3 1/2") THICKSOFFIT / CLG(2) 2X8 BEAM2'-0"CANT.SCALE:A44-APORCH SECTION - ELEV. 'A' , 'AG'1/2" = 1'- 0"SCALE:A44-EPORCH SECTION - ELEV. 'E'1/2" = 1'- 0"SCALE:A44-FPORCH SECTION - ELEV. 'F'1/2" = 1'- 0"SCALE:A44-GPORCH SECTION - ELEV. 'G' , 'GG' , 'GS'1/2" = 1'- 0"SCALE:A42BUILDING SECTION (ELEV. 'A' SHOWN - OTHERS SIM.)1/4" = 1'- 0"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:A43HOUSEWRAP DETAIL AT WINDOWN.T.S.SCALE:A41TYP. WALL SECTION3/8" = 1'-0" ELEVS 'FT' & 'GT'ONLY(2) 2x10 HDR (1) JACK EA END OPTIONALWET BARROUGH-IN GFIP (WP)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 DETECTORSSCALE:A51MAIN FLOOR ELECTRICAL PLAN W/ 2 CAR GARAGE1/4" = 1'- 0"SCALE:A53FOUNDATION ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A53AWALKOUT FOUNDATION ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A52SECOND FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A51AMAIN FLOOR ELECTRICAL PLAN W/ 3 CAR GARAGE1/4" = 1'- 0"NOTE:SEE FLOOR PLAN SHEETS& PANEL FOR OPTIONS SCALE:A71FULL FOUNDATION PLAN1/4" = 1'- 0"SCALE:A72LOOKOUT FOUNDATION PLAN1/4" = 1'- 0"SCALE:A73WALKOUT FOUNDATION PLAN1/4" = 1'- 0"SCALE:A74SIDE ELEVATION1/8" = 1'- 0"SCALE:A75REAR ELEVATION1/8" = 1'- 0"SCALE:A76SIDE ELEVATION1/8" = 1'- 0"SCALE:A77LOOKOUT ELEVATIONS1/8" = 1'- 0"SCALE:A78WALKOUT ELEVATIONS1/8" = 1'- 0"SCALE:A79ROOF PLAN1/8" = 1'- 0"SCALE:A710WALL SECTION-FULL FOUND.1/2" = 1'- 0"SCALE:A711WALL SECTION-LOOKOUT1/2" = 1'- 0"SCALE:A712WALL SECTION-WALKOUT1/2" = 1'- 0"SCALE:A713MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A714MAIN FLOOR ELECTRICAL PLAN1/4" = 1'- 0"(MINUS 4'-10" AT 8' BSMT.)(MINUS 4'-10" AT 8' BSMT.)Secure door closed until deck isconstructed with a separate permit. 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 PMINT WALL2x4 NAILER1/2" GYP. BD.5/8" GYP. BD.11 7/8" I-JST.PER PLAN2x4 BLOCKINGOR 2x12"WATCH DOG" FOUNDATIONINSULATIONFOUNDATION WALLBETWEEN FRAMING2X STUDS @ 16" O.C.1/2" GYP. BOARDCAULK BOTTOM PLATETO CONC. FLOOR2x4 BLOCKINGMIN. 1/2" AIRSPACEAND FOUNDATION WALL2x4 TYP, SEE PLAN FOR OTHER2x4 STUDS @ 16" O.C.WOOD CAPBASE (PER SPECS)MIN. 1/2" AIRSPACEBETWEEN FRAMING& FOUNDATION WALLGFIP (WP)SUMP LOCATIONFIELD VERIFYSUMP5'-0"BEDROOM246813'-1 1/2"5"24'-2"15'-7"4"RECREATION266826685068 BI-PASS206824" TB (4) SH.BATH3'-2"FPHBFPHB12'-4 1/2"11'-4"8'-11"4"3'-0"11'-5"DROPPED SOFFIT FORMECHANICALS2x6 WALL LOOKOUT AND WALKOUTFOUNDATIONS WITH FINISHEDBASEMENT: FULL HEIGHT FRAMEDINTERIOR WALLS TO EXTEND ENTIRELENGTH OF SIDE WALLS,TERMINATING AT REAR WALL2'-1"2'-3"4'-11"5'-9 1/2"1'-8 1/2"9 1/2"2'-10"6'-1"9'-2"5'-9 1/2"3'-8"8"2x6x12" D.DROPPEDSOFFIT2'-0"3 1/2" 3'-2"24685"36"P.H.32x60 W/SH2838CSMT. WDW5"HALF WALL W/WD. CAP12" D. SOFFIT W/ WOOD CAP36" H. HALFWALLUNFINISHED8"1R/1SUNFINISHEDMECHANICALUPOPTIONALWET BARROUGH-IN4'-10 1/2"DROPBATHCLG 9"DROPPED SOFFIT FORMECHANICALSFLR BRKFLR BRK FLR BRKDEDICATEDCIRCUITDEDICATEDCIRCUIT33 3GFIP GFIP OUTLET REQUIREDW/I 8' OF WATERMAINSOFFIT DETAILNO SCALELOOKOUT/EGRESS WALLNO SCALEFOUNDATION FRAME OUT WALLNO SCALENOTE: VERIFY ALL DIMENSIONSPRIOR TO CONSTRUCTIONELECTRICAL NOTE:LOCATIONS OF ALL ELECTRICALITEMS SHOWN MAY VARYPER ACTUAL SITE CONDITIONS.SCALE:L1ALOOKOUT FOUNDATION1/8" = 1'- 0"SCALE:L1BWALKOUT FOUNDATION1/8" = 1'- 0"SCALE:L11FINISHED LOWER LEVEL: 1033 SF1/4" = 1'- 0"SCALE:L12ELECTRICAL: FINISHED LOWER LEVEL1/4" = 1'- 0"HALF WALL: 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.ProductsPlotID Length Product Plies Net QtyFBk1 34' 0 13/16" 11 7/8" TJI 210 joist 1 1TS4 31' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS5 30' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 17TS7 21' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS9 17' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 5TS12 11' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS13 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2TS14 9' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS15 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 3TS16 7' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1STCa1 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 41Optional Stone Fireplace at Egress - ADDPlotID Length Product Plies Net QtyFBk1 4' 0 5/8" 11 7/8" TJI 210 joist 1 1TS8-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4TS13 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2TS17-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2Optional Stone Fireplace at Egress - ADDPlotID Qty Manuf Product Backer Blks Web StiffH2 2 Simpson IUS3.56/11.88 No NoOptional Stone Fireplace at Egress - REMOVEPlotID Length Product Plies Net QtyTS5 30' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2Optional Stone Fireplace - ADDPlotID Length Product Plies Net QtyFBk1 4' 0 5/8" 11 7/8" TJI 210 joist 1 1TS8-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4TS13 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2Optional Stone Fireplace - REMOVEPlotID Length Product Plies Net QtyTS5 30' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2Egress @ Full Foundation - ADDPlotID Length Product Plies Net QtyTS17-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2Egress @ Full Foundation - ADDPlotID Qty Manuf Product Backer Blks Web StiffH3 2 Simpson IUS1.81/9.5 No NoAdditional TimberStrand for Ledger @ FULL Basement-1PlotID Length Product Plies Net Qty- 40' 0" 1-1/2" x 11-7/8"1.5E TimberStrand LSL 1 1CSCSCSB1B2B2A3A3A3A3A3A3A3CSA3A3B1B4B2TS17-2BBO2TS4TS14TS12TS13TS15TS16TS13STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1SB6SB2TS15TS7FBk11' 7 3/16"FBk1FBk1FBk11' 7 3/16"TS17-2STCa1STCa1STCa11' 7 3/16"FBk1SB9FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1TS15TS519.2" O.C.TS519.2" O.C.TS519.2" O.C.TS919.2" O.C.TS1319.2" O.C.TS519.2" O.C.TS8-219.2" O.C.H3H2Blocking per site requirements.Refer to Hanson's Detail 2/S2.An additional 8 PSF DL has been added to account fortile load on this floor and tile walls for optionalbathrooms. See architecturals for tile locations.An additional 20 PSF DL has been added to accountfor load from kitchen island counter top.An additional 40 PSF DL has been added to account forfireplace hearth at optional fireplace locations.An additional 135 PLF DL has been added to accountfor stone wall at stone fireplace options.No Material Change for Bath Options.STONE FIREPLACE @ EGRESS OPTIONSTONE FIREPLACE OPTIONALL BATH OPTIONS HAVEBEEN ACCOUNTED FOR. NOMATERIAL CHANGE NEEDED.EGRESS WINDOW @ FULL FOUNDATIONSEE DETAIL FOR DECK LEDGER ATTACHMENT@ FULL FOUNDATION WITH 2 INCH FOAM. Start Framing Here.Optional Morning Room - ADDPlotID Length Product Plies Net QtyFBk1 10' 7 7/16" 11 7/8" TJI 210 joist 1 1TS2 41' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS3 40' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 3TS6 27' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 5TS12 11' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 2Optional Morning Room - REMOVEPlotID Length Product Plies Net QtyTS4 31' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS5 30' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 3TS9 17' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 5CSCSB1A3A3B4TS21' 7 3/16"BBO26STCa1STCa1STCa1STCa1TS12FBk11' 7 3/16"1' 7 3/16"FBk1FBk1FBk1TS319.2" O.C.TS619.2" 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:02.16.21Lack 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.Blocking at Kitchen IslandINSTALL (4) 2X6 SQUASH BLOCKS UNDER ALL POINT LOADS. FORPOINT LOADS OVER 10,000# CONTACT LENNAR FOR DETAILS Start Framing Here.Framing Connector SummaryPlotID Qty Manuf Product Backer Blks Web StiffH1 2 Simpson HUS1.81/10 No NoH2 1 Simpson HUCQ1.81/9-SDS No NoH4 15 Simpson IUS2.37/11.88 No NoProductsPlotID Length Product Plies Net QtyR32' 32' 0" 11 7/8" TJI 360 joist 1 6R30' 30' 0" 11 7/8" TJI 360 joist 1 5R21' 21' 0" 11 7/8" TJI 360 joist 1 7R17' 17' 0" 11 7/8" TJI 360 joist 1 6R16' 16' 0" 11 7/8" TJI 360 joist 1 1R13' 13' 0" 11 7/8" TJI 360 joist 1 1R10' 10' 0" 11 7/8" TJI 360 joist 1 7RBk1 11 7/8" 11 7/8" TJI 360 joist 1 1TS2-2 13' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS3-2 9' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS4 2' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS5 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 1 1STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10Wall FramingPlotID Length Product Plies Net QtyTSHd2-3 4' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand LSL 3 3AccessoriesPlotID Length Product Plies Net Qty23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 38LEVEL NOTESCurrent Date:2/16/2021File Name:SPRINGFIELD V.jvlLevel Name:2nd FloorBuilding Code - Design Methodology:IBC 2012Members with Design Overridden:TJ-Pro Rating (Weighted Average):40Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 31, joist = R21'(i45750)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 61, joist = R10'(i45773)FLOORFloor Container:FC2, FC4, FC9Use/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: 41; FC4: 40; FC9: 39Directly Applied Ceiling:NoneDecking Attachment:Glue and NailDecking Material:23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FFPerpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:NoFamily Room Window Option - ADDPlotID Length Product Plies Net QtyTSHd1-3 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3CSE1A3A3A3B4BBO8TS2-2TS3-2STCa1STCa1STCa1STCa1STCa1STCa1BBOBk1TS4H1TS5R16'9 3/16"1' 8 1/8"STCa1R13'RBk1BBO1-2BBO7TSHd2-31' 10 7/8"1' 4 13/16"H4H1H23"TSHd1-3R32'19.2" O.C.R17'19.2" O.C.R21'19.2" O.C.R30'19.2" O.C.R10'19.2" O.C.H4H4An additional 8 PSF DL has been added to account fortile load on this floor and tile walls for optionalbathrooms. See architecturals for tile locations.No Material Change for Bath Options.ALL BATH OPTIONS HAVEBEEN ACCOUNTED FOR. NOMATERIAL CHANGE NEEDED.FAMILY ROOM WINDOW OPTIONMorning Room Option - ADDPlotID Qty Manuf Product Backer Blks Web StiffH4 10 Simpson IUS2.37/11.88 No NoMorning Room Option - ADDPlotID Length Product Plies Net QtyM1-3 17' 0" 1 3/4" x 18" 2.0E Microllam LVL 3 3Morning Room Option - REMOVEPlotID Length Product Plies Net QtySTCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 1A31' 10 7/8"M1-3STCa1R32'19.2" O.C.R17'19.2" O.C.H4MORNING ROOM OPTIONElevation E - ADDPlotID Length Product Plies Net QtyTS1-2 21' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS1-2ELEVATION E3rd Car Garage - 12'-0" @ Elevation E - ADDPlotID Length Product Plies Net QtyTSHd3-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3TSHd3-33RD CAR GARAGE - 12'-0" @ ELEVATION ESheet: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:02.16.21Lack 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. Elevation E - ADDPlotID Length Product Plies Net QtyTSHd1-3 7' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 3 3TSHd1-3BBOHd1-2ELEVATION ESheet: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:35DEFLECTION:L/480 LIVEL/240 TOTALDRAWN BY:JLT55WIND/EXP.:N/ADATE:02.16.21Lack 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. © © 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 66000 1144 1144 .38 .38 .62 .62 3.2 8.2 240 4001 600 600 375 -225 375 180 90 20355 Gateway Drive 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 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: Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat Interior R5 + R10 Exterior Interior Interior New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.1/18/2022 Mailing Address of the Dwelling or Dwelling Unit City Lakeville20355 Gateway Drive Name of Residential Contractor MECHANICAL VENTILATION SYSTEM Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms:180 MN License Number Lennar 1413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateResidential Load Calculation Heating Loss Heating Gain Cooliing 49,476 22,621 25,857 13 Location of duct or system: Rating or Size 50 Output in Tons:2.5 Efficiency SEER /EER Nat Gas Nat Gas Elect GPVL-50 13ACXN30-230 Fuel Type Manufacturer Lennox AOSmith Lennox Model ML193UH070XE36B Average U-Factor (excludes skylights and one door ) U: 0.31 Solar Heat Gain Coefficient (SHGC):0.29 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors 000000Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.”(NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 20355 Gateway Drive U.S. Home Corp d/b/a 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 1/18/2022Kurt NiskaDigitally signed by Kurt Niska Date: 2022.01.18 13:35:55 -06'00' 01/24/22 X KP