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LA210222 - 18136 Hinckley Ave 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 โ 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 CANNOT HOOK TO CITY SEWER/WATER 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 18136 Hinckley Avenue Caslano-1st AdditionVINYL SIDING ON SIDE AND REAR ELEVATIONS.HORIZONTAL LAP SIDINGHARDBOARD SIDING ON FRONT ELEVATION.LP HORIZONTAL LAP SIDINGFACE APPLIED STONE VENEERFACE APPLIED STONE VENEERLP VERTICAL BOARD & BATTEN SIDINGSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode02/23/2023dmathews 4" GRANULAR FILL20" x 8" CONC. FTG.W/ SILL SEALER(TR) 2x6 SILL PLATEGRADER-20 BATT INSUL.BOLT AT 72" O.C.1/2" DIA. x 10" ANCHOR8" T. POURED CONC.FOUNDATION WALL CONC. SLABPER PLANEXT. FIN. PER PLANDOUBLE TOP PLATEHEADER AT WIN.4 MIL POLY8"2"TYVEK WITH SIDINGPER PLAN FL. SYSTEM(EXT. PER PLAN)VAPOR BARRIERR-10 RIGID INSUL.OR APPROV. STRAPMIN. 42"WATERPROOFINGREQ'D. @ TOP OFFDN. WALLR-20 INSUL. @ RIMRIM BOARDCONC. SLAB20" x 8" CONC. FOOTINGFOUNDATION WALLDOUBLE TOP PLATEPER PLANFL. SYSTEM8" T. POURED CONC.1/2" DIA. x 10" ANCHORBOLT AT 72" O.C.R-20 BATT INSUL.2x8 (TR.) SILL PLATEW/ SILL SEALERGRADEEXT. FIN. PER PLANOR APPROV. STRAP3'-6"R-20 SPRAY FOAM INSUL.RIM BOARDR-10 EXT. FDN. INSUL.1/2" SHEATHINGR-5 RIGIDINSULATIONWATERPROOFINGTOP OF FDN. WALLCANT PLATE 1 1/2"SQUASH BLOCKS@ ALL POINT LOADS2x8 STUDS @ 16" O.C.SIDE WALLWALKOUTFDN. ONLY4" WEEPS EVERY 6'WATERPROOFINGAT FOUNDATION4" D. x 8" H. LEDGEPER PLANSUBFLOORFLOOR SYSTEMRIM BOARDCONC. STOOP8" FIN. FLR. MAX. TO10"30 MIL PVC MEMBRANESEAL ALL SEAMS,CORNERS & EDGES W/35 MIL POLYETHYLENEBACKED SYNTHETICBUTYL RUBBERADHESIVE MEMBRANE1/2" SHEATHING(2") R-10 EXTERIORR-20 SPRAY FOAM INSUL.WATERPROOFINGREQ'D.@ TOP FDN.FOUNDATION INSULATION2x8 SILL PLATEW/ ANCHOR BOLTS1 1/2" CANT'D. ALIGN W/ FDN. WALLSUBFLOORFLOOR JSTS/TRUSSES20"x8" CONC. 2x6 TOP PLATECONC. SLABPER PLANPER PLAN16" O.C. (TYP)2x6 STUDS @2x6 TREATEDPLATESECURED W/POWDEREDACTUATEDFASTENERS@ 24" O.C.1"4"x1/2" TRT'D.PLYWOOD,HOLD UP 1"FROM FTG.EACH SIDEBY ENGINEERFTG. U.N.O.GRADEWINDOW WELL WITH8" POURED CONCRETEPER PLANEGRESS WELLDRAIN FIELDBATT INS.(TR) 2x8" SUBFRAMESOCKED DRAINTILE CONNECTSTO INTERIORN.T.S.MIN. PER EGRESSNOTE:44" MAX. FROMT.O. SLAB TOWIN. EGRESSLADDERPER PLAN HEADER PER PLAN42"4'-4"WATERPROOFINGPER PLANFL. SYSTEMRIM BOARD (BY MFG.)EXT. FIN. PER PLANRIGID INSUL.R-10 EXT. FDN.1/2" EXT. SHEATHINGWATERPROOFING2X8 SILL PLATECANT. 1 1/2"2X8 STUDSPERIMETER OUTSIDE WALLSWATERPROOFING ALLWALLS BELOW GRADE4" WEEPSEVERY 6'4" CONC. SLABFLOOR SYSTEMGARAGE SLAB SLOPE: 4"20" x 8" CONC. FOOTINGPER PLAN20" x 8" CONC. FOOTING8"PER 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)I JOIST FLOOR20" x 8" CONC. FOOTINGSYSTEMPER PLANWATERPROOFINGVAPOR BARRIER4" GRANULAR FILL4" CONC. SLABRIM BOARD (BY MFG.)1/2" EXT. SHEATHINGR-10 EXT. FDN.INSUL. ABOVE GRADE8"2" CERTI STUDWATERPROOFINGREQ'D. AT TOPFDN. WALL2X8 SILL PLATEW/ ANCHOR BOLT(NO CANT.)HOUSE BASELINE DIM.NOTE: NO R-5 INSUL.REQ'D. AT FULL BSMT.2X6 STUDS @ 16" O.C.R-10 EXT. FDN.INSULATION / DRAIN BOARDBELOW GRADER-20 SPRAY FOAMINSUL. (MIN)NOTE: POSSIBLEBLOCKING AT POINTLOAD AREASCANTED I JOIST (1 1/2")XP BOARD4" WEEPS EVERY 6'PER PLANI JOIST FLR.20" x 8" CONC. FOOTINGSYSTEMPER PLANWATERPROOFINGVAPOR BARRIER4" GRANULAR FILL4" CONC. SLABRIM BOARD (BY MFG.)1/2" EXT. SHEATHINGR-10 EXT. FDN.INSUL. ABOVE GRADE8"2" CERTI STUDR-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOPFDN. WALL2X8 SILL PLATEW/ ANCH. BOLT1 1/2" CANT.HOLD IN 1 1/2" TOHOUSE BASELINE DIM.NOTE: NO R-5 INSUL.REQ'D. AT FULL BSMT.2X6 STUDS @ 16" O.C.R-10 EXT. FDN.INSULATION / DRAIN BOARDBELOW GRADEALIGN W/ FOUNDATION WALL.2X6 FILLER XP BOARD4" WEEPS EVERY 6'PER PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.3.75 GENERAL NOTES:·MAIN FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. MAIN FLOOR WINDOWS TO BE FRAMED AT 8'-0" (U.N.O.)·UPPER FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·UPPER FLOOR WINDOWS TO BE FRAMED AT 6'-11 3/8" (U.N.O.)·SEE DETAILS SHEET, DETAIL #'s 11 & 12 FOR TYPICAL WINDOW FRAMING·ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING AND BEARINGWALLS PER PLAN (U.N.O.) ALL INTERIOR WALLS TO BE FRAMED @ 16" O.C. MAINFLOOR BEARING WALLS SHALL BE FRAMED W/ STUDS ALIGNING WITH I-JOISTSABOVE. REFER TO I-JOIST LAYOUTS·WINDOW AND DOOR HEADERS TO BE (2) 2x10 (U.N.O.)·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHTPER PLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")· INDICATES A LOAD BEARING POINT, IF NOT SHOWN ON PLAN MINIMUM BEARINGOF (2) 2x4 IS REQUIRED AT END OF ALL HEADERS.· INDICATES NUMBER OF TRIM JACKS & KING STUDS AT WINDOW HEADERS,UNLESS A 2 STORY WALL SITUATION IS PRESENT·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THESPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATEELECTRIC OR GAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUNDMATERIALS·REFER TO SPECIFICATION INFORMATION FOR ALL KITCHEN & BATH CABINETFEATURES WHERE AVAILABLE PER CABINET SUPPLIER·ALL CLOSETS, PANTRYS, & LINENS TO RECEIVE WIRE SHELVING, (U.N.O.)·BLOCK SLIDING GLASS PATIO DR TO PREVENT OPENING PAST 4" MAX·ALL WASHERS ON LEFT SIDE & ALL DRYERS ON RIGHT SIDE·WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE W/ R312.2(1) KING(2) TRIM6BWPsAbove2.253.253.75556555Shear Panelw/holdowns5Shear Panelw/holdowns GENERAL NOTES:·MAIN FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. MAIN FLOOR WINDOWS TO BE FRAMED AT 8'-0" (U.N.O.)·UPPER FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·UPPER FLOOR WINDOWS TO BE FRAMED AT 6'-11 3/8" (U.N.O.)·SEE DETAILS SHEET, DETAIL #'s 11 & 12 FOR TYPICAL WINDOW FRAMING·ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING AND BEARINGWALLS PER PLAN (U.N.O.) ALL INTERIOR WALLS TO BE FRAMED @ 16" O.C. MAINFLOOR BEARING WALLS SHALL BE FRAMED W/ STUDS ALIGNING WITH I-JOISTSABOVE. REFER TO I-JOIST LAYOUTS·WINDOW AND DOOR HEADERS TO BE (2) 2x10 (U.N.O.)·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHTPER PLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")· INDICATES A LOAD BEARING POINT, IF NOT SHOWN ON PLAN MINIMUM BEARINGOF (2) 2x4 IS REQUIRED AT END OF ALL HEADERS.· INDICATES NUMBER OF TRIM JACKS & KING STUDS AT WINDOW HEADERS,UNLESS A 2 STORY WALL SITUATION IS PRESENT·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THESPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATEELECTRIC OR GAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUNDMATERIALS·REFER TO SPECIFICATION INFORMATION FOR ALL KITCHEN & BATH CABINETFEATURES WHERE AVAILABLE PER CABINET SUPPLIER·ALL CLOSETS, PANTRYS, & LINENS TO RECEIVE WIRE SHELVING, (U.N.O.)·BLOCK SLIDING GLASS PATIO DR TO PREVENT OPENING PAST 4" MAX·ALL WASHERS ON LEFT SIDE & ALL DRYERS ON RIGHT SIDE·WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE W/ R312.2(1) KING(2) TRIM3.52.25-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).2.25 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)NON-BEARING1FLASHING DETAIL3"= 1'-0"2NAILER DETAIL1"= 1'-0"9101516DOOR FRAMING1"= 1'-0"N/AN/AN/A3FLUSH BEAM1"= 1'-0"4DROPPED BEAM1"= 1'-0"5EAVE/RAKE1"= 1'-0"6SOFFIT DETAIL1"= 1'-0"7STONE CAP DTL.1"= 1'-0"8STONE SILL1"= 1'-0"11M. FLR. WDW. HDR.1"= 1'-0"12UPR. FLR. WDW. HDR.1"= 1'-0"13TYP. STUD LAYOUT1"= 1'-0"14PIER/RAIL DETAIL3/4"= 1'-0"17WDW. FRAMING1"= 1'-0"18STAIR FRAMING1/2"= 1'-0"19RAIL DTL.1"= 1'-0"201X2 NAILER AT WDW.3"= 1'-0"21TRIM DETAIL3"= 1'-0"22TYP. OVERHANG1"= 1'-0"23GARAGE TUCKUNDER DETAIL1"= 1'-0" PAGE DESCRIPTION:PAGE NO.: PLAN NO. FIREPLACEFIREPLACESFIREPLACES REVISIONS 6' 8 1/2"13' 1 7/8"4' 0 1/2"10' 0 1/2"6' 0 1/2"TSHd26' 8 1/2"13' 1 7/8"4' 0 1/2"When hiproof above:TYPICAL FRAMING:(1) 2x6 SPF #2 STUD@ 16" O.C. CONNECTW/ (2) 16d NAILS @ TOP/BOTTOM PLATE.*TOP AND BOTTOM PLATES TO BE SPF #2TO MATCH WALL WIDTH.AWhen gableroof above:(2) 2x6 SPF #2CONNECT W/ (4) 16dNAILS @ TOP/BOTTOM PLATES.ASTAIRSDEFLECTION: L/180ASEE WIND BRACEDETAILWB3.3 1/2" x 5 1/2" 1.3E TIMBERSTRAND® LSLHEADER (PLANK) W/ (1) TRIMMERS PER SIDE.CONNECT W/ (3) 16d NAILS PER SIDE.TSHd2ATTACH ROOF TRUSS TO TOP PLATEWITH (1) A23 CLIP @ 2'-0" O.C. INADDITION TO ANY CONNECTIONSREQ'D BY TRUSS MANUFACTURER.STAIRSPlotID Length Product Plies Net QtyTSHd2 6' 0" 3 1/2" x 5 1/2" 1.3E TimberStrand LSL 1 114' 0" 2 X 6 SPF No.2 1 610' 0" 2 X 6 SPF No.2 1 28' 0" 2 X 6 SPF No.2 1 36' 0" 2 X 6 SPF No.2 1 14' 0" 2 X 6 SPF No.2 1 102' 0" 2 X 6 SPF No.2 1 2Roof Connection - Simpson Strong Tie A23 Clips - Qty 4EH01 Sinclair (4007) A,B,D,G,H,I,J,KEH02 Taylor (4009) A,B,D,E,F,G,HTHINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDINGALL DIMENSIONS SHOWN ARE APPROXIMATE.IT IS THE RESPONSIBILITY OF THE DEALER/BUILDER TO VERIFY ALL DIMENSIONS.ATTACH BOTTOM PLATE TO RIM, FLOORFRAMING AND/OR BLOCKING W/ (2) ROWSOF 16d PNEUMATIC NAILS @ 8" O.C.LOADS MUST BE TRACKED TO FOUNDATIONBY DESIGNER OF RECORD.TRIMMERS, CRIPPLES, AND BLOCKING 10'OR LESS IN LENGTH MAY BE REPLACEDWITH SPF/HF No.2 OR BETTER (BY OTHERS).iLevel prepared these placement plans for the specification of iLevel products based on project information provided to us. This service is solely intended for product application assurance; and, is not intendedto circumvent the need for a design professional as determined by the building codes. The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved. Any unauthorized copying or reproduction will constitute an infringement of copyright.Stair TWSheetTW1Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comWeyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.LENNAR MNEH01 Sinclair (4007), EH02 Taylor (4009)MNHave a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to:www.damagereport.wStructural Framer'sPocket Guide.Access with your Smart Phone.http://woodbywy.com/document/tj-9001/Drawn By:JUSTIN HOriginal Date:5-10-16Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/AJanuary 2016N/ARev.ByDateJLH1-13-21CommentsAdded plan name and EI plan #WB3Loads must be trackedto foundation by designerof recordTrusses by othersat 24" on centerConnect truss to double top platewith (1) Simpson® Strong-Tie A-23 clip at 24" on centerGable end wall2x_ solid sawn angle braces to connect double top plate to roof @ 2'-0" o.c. along length of wall fit snug between the two bays. Connect with (3) 16d nails.2x_ solid sawn connected to top of bottom chord with (3) 16d nails at 2'-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° to 45°WB2Connection of double top plate to outlooker must bedesigned to tranfer lateral load to roof.Connect outlooker to double top plate with (1) Simpson® Strong-Tie A-23 clip at 24" on center2x_ outlookerContinuous tall-wall framing(from sill plate to top plate)4" o/c nailing required from sheathing to outlookerBlocking betweenoutlookers asrequiredConnect outlooker to truss with (2) 16d nails for 2x4, (3) 16d nails for 2x6 or 2x82' maxA notch and hole shall not occur in the same cross sectionMaximum diameter:*138" for 312" thick walls*2316" for 512"-1114" thick wallsMaximum notch:One notch may be cut anywhere except the middle 13 of the length of the stud or column.*78" for 312" thick walls*138" for 512"-1114" thick walls58" Minimumedge distanceAllowable Holes and NotchesL/3L/3L/3One hole may be cut anywhere along the length ofthe stud or column but must be at least 58" from the edge.Member OrientationPlate width must equal wall thickness to provide lateral bracing (plate not required if header equals wall thickness)L13Header to columnHeaderColumnFraming anglesPlate width must equal wall thickness to provide lateral bracing. (Plate not required if header width equals the wall thickness.)Trimmer stud (s)MULTIPLE MEMBER CONNECTIONS2 PLY 3 PLY 4 PLYUSE 16d (0.131" x 314") PNEUMATIC NAILS4 PLY ALTERNATE: 2 ROWS, 12" DIAMETER BOLTS AT 8" ON-CENTER* MULTIPLE MEMBER CONNECTION MAY VARY DEPENDING ON APPLICATION SEE WALL LAYOUT FOR ALTERNATE NAILING PATTERN IF APPLICABLEP6Column to Top PlateTrimmer Stud (s)Double top plateFraming angles*Note: Field skewable framing angles required for sloped top plate connectionsP5Solid blocking is required if columnand trimmer studsdo not extend to sill plateBlocking panel as required Trimmer stud (s)Framing anglesRimboardSill PlateSole plateColumnColumn to Bottom PlateDESIGN PARAMETERSCODE: IBC/IRCSNOW LOAD:35 PSFDEAD LOAD:20 PSFEXPOSURE/WIND LOAD: BWIND SPEED: 90 MPHCONNECTIONS: BASED ON .5 SPECIFIC GRAVITYWALL DESIGN ASSUMPTIONS1) DESIGN APPLICATIONS ARE LIMITED TO VERTICAL LOADSAND TO LATERAL WIND LOADS THAT ARE PERPENDICULAR TOTHE WALL FRAMING ONLY (TALL WALL WAS NOT CHECKED ORDESIGNED AS A SHEAR WALL). a) 2009 IBC BRACED WALL PROVISIONS ONLY APPLICABLE TOWALL HEIGHTS 12' OR LESS b) A TALL WALL MAY MEET CODE PROVISIONS IF THE WALL ISNOT BUMPED MORE THAN 4' OUT OF PLANE OF THE REST OFTHE WALL AND THE WALL IS NOT MORE THAN 25' WIDE. c) IF WALL IS BUMPED OUT MORE THAN 4' OR WIDER THAN 25',THE 20' WEYERHAEUSER SHEAR BRACE MAY BE A SOLUTION.CONTACT A LOCAL PROFESSIONAL FOR ASSISTANCE.2) MEMBER DESIGN AND LATERAL SUPPORT REQUIREMENTSFOR BENDING ARE BASED ON NATIONAL DESIGNSPECIFICATION (NDS®) 2005.3) DESIGN ASSUMES STRUCTURAL SHEATHING ON ONE SIDEOF THE WALL OR A COMBINATION OF GYPSUM WALLBOARDAND NON-STRUCTURAL SHEATHING OR SIDING APPLIED TOEACH SIDE OF THE WALL OR OTHER EQUIVALENT.4) BLOCK/BRACE ALL FRAMING VERTICALLY EVERY 8'-0" O.C.5) BLOCK DOWN ALL COLUMN/TRIMMER LOADS AT RIMBOARDLOCATION.6) WALL REINFORCEMENT IS REQUIRED AT ALL LIFT POINTS TOENSURE WALL STABILITY DURING CONSTRUCTION.7) TYPICAL STUD FRAMING FOR WALLS WITH FLEXIBLEFINISHES ARE DESIGNED AT L/120 DEFLECTION CRITERIA. THEMATERIAL SUPPORTING WINDOWS IN THESE WALLS AREDESIGNED AT L/180 DEFLECTION CRITERIA (U.N.O.).8) TRIMMERS TO BE CONNECTED PER MULTIPLE MEMBERCONNECTIONS (SEE DETAIL BELOW).9) ALL WALL TOP AND BOTTOM PLATES TO BETIMBERSTRAND® LSL TO MATCH WALL WIDTH (U.N.O.). Weyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.LENNAR - MNEH01 SINCLAIR E/I (prev. 4007)Sheet1of 3Structural Framer'sPocket Guide.Access with your Smart Phone.http://woodbywy.com/document/tj-9001/Have a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to:www.damagereport.woodbywy.comSpecification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comDrawn By:DMNOriginal Date:8/29/13Rev.ByDateJLH10-7-21CommentsRemoved elev H,I.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A10/11/13N/ADrive nails at anangle to minimizesplitting of plateOne 10d (3") box nail eachside of member at bearing,112" minimum from endSee framing plan (if applicable)or iLevel® Framer's PocketGuide for minimum end andintermediate bearing lengths.TJI® JOIST NAILING REQUIREMENTS at BEARING134" minimum bearing atend support; 312" minimumat intermediate supportTJI® Joist to Bearing PlateShear transfer: Connections equivalent tofloor panel nailing scheduleOne 8d (212") boxnail each side.Drive nails at anangle at least 112"from end.Squash Blocks to TJI® Joist(Load bearing wall above)One 10d (3") box nailinto each flange10'-0" 11'-6"1'-0"1'-0"1'-0" 1'-0" 9'-0"9'-0"6'-0"3'-0"1'-0" 1'-0"1'-0"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'-0"15'-6"21'-0"20'-6"18'-0"17"17'-0"DO NOT cut, notch or drillholes in headers except asindicated in illustrationsand tables.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 no other holes occur in the joist.Distances are based on the maximum uniform loads shown in current Trus Joist® product guides. For other load conditions or holeconfigurations 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 Support10'-6"9'-6"15'-0"13'-6"4'-0" 8'-0"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'-0"5'-0"1'-0" 2'-6"1'-0"1'-0"1'-0"1'-6"2'-6"3'-0"1'-0"1'-0"1'-6"2'-0"1'-0"5'-6"5'-6"3'-0"11'-0"10'-0"4'-0"7'-0"6'-6"6'-6"10'-0"13'-6"12'-6"5'-6"9'-6"3'-0"8'-6"5'-6"2'-6" 5'-0"4'-0"1'-0"4'-6"7'-0"2'-0"8'-0"5'-6"2'-0"1'-6"4'-6"4'-0"9'-0"9'-6"11'-0"4'-6"12'-0"8'-0"9'-0"8'-0"6"3"1'-0"1'-0"1'-0"1'-0"1'-0"2'-6"2'-6"DEPTH912"TJI®2101102"2'-0"1'-6"18"20"1'-0"3605605603601'-0"1'-0"1'-0"5601'-0"4"4"3'-6"3'-0"612"7'-6"7'-6"878"11"1'-0" 2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"8"10"1'-0"10'-0"5'-0"11'-0"5'-0"1'-0"2'-0"7'-0"7'-0"3'-0"12"6'-6"15"7'-6"3'-0"2'-6" 4'-6"4'-6"2'-0"1'-6"3'-6"2'-6"1'-0"1'-0"1'-0"3'-0"1'-0"1'-0"2'-0"4'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"1'-0"3'-0"3'-0"1'-0"1'-0"12'-6"6'-0"2'-0" 10'-0"10'-6"13'-6"12'-0"10'-6"14'-6"13'-0"1'-0"3'-6"2'-0"5'-0"9'-0"7'-6"1'-0"5'-0"4'-0"2'-6" 6'-0"4'-6"10'-0"9'-0"13'-0"16'-0"14'-6"13'-0"12'-6"15'-0"14'-0"9'-6"12'-0"11'-0"10'-0"10'-0"8'-0"3'-6"5'-0"1'-0"6'-0"9'-6"5'-0"10'-6"5'-6"3'-0"2'-6"8'-0"7'-6"6'-6"12'-0"9'-0"9'-0"1'-0"6"1'-6"1'-0"1'-0"3"1'-0"3'-0"2'-6"2'-0"1'-6"2"1'-0"1'-0"1'-0"1'-0"1'-0"4"4'-0"3'-6"4"612"7'-0"6'-6"11"878"10'-0"12'-0"11'-6"11'-0"10'-0"5'-0"6'-6"4'-0"2'-6"11'-0"9'-6"8'-0"1'-0"8"1'-6"10"13'-6"14'-6"14'-6"14'-0"12'-6'11'-0"15"12"13"11'-0"10'-6"SQUARE OR RECTANGULAR HOLE SIZE13"6'-0"6'-6"ROUND HOLE SIZEMinimum distance from edge of hole to inside face of nearest end support1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"2'-0"1'-6"1'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"56016"14"1'-0"3602102305601'-0"1'-0"1'-0"2102301101'-0"1'-0"1'-0"1178"912"1102303602101'-0"1'-0"1'-0"1'-0"1102303602101'-0"1'-0"1'-6"1'-0"8'-0"1'-6" 3'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"8'-0"5'-6"1'-6"2'-0"6'-0"3'-6"4'-0"9'-0"3'-0"3'-6"2'-6"6'-0"6'-6"5'-0"1'-0"1'-0"1'-6"1'-0"1'-0"2'-6"2'-0"1'-6"2'-0"2'-6"3'-0"2'-0"4'-0"3'-6"2'-6"3'-0"5'-0"6'-0"7'-0"5'-6"Table A - End Support3"DEPTH TJI®2" 4"878" 11"1'-6"2'-0"1'-0"2'-6"2'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"5'-0"3'-6" 8'-0"2'-6"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"3'-6"1'-0"1'-0"1'-0"2'-0"2'-0"1'-6"9'-6"8'-0"9'-0"8'-0"10'-0"7'-0"6'-6"9'-0"9'-0"8'-6"8'-0"7'-0"6'-0"6'-6"1'-6"2'-6"2'-0"2'-0"2'-6"4'-0"3'-0"3'-0"3'-6"3'-0"2'-6"2'-6" 3'-6"5'-0"4'-6"4'-0"7'-6"7'-0"6'-6"6'-0"3"2" 4"11"878"Also see detail B2612"5'-0"5'-0"5'-6"6'-0"2'-6"3'-0"4'-6"2'-6"1'-0"1'-6"1'-0"2'-6"1'-0"1'-0"2'-6"5'-0"1'-0"1'-0"612"4'-6"5'-0"5'-0"5'-6"5'-0"5'-6"6'-6"4'-6"3'-6"4'-0"4'-0"6'-6"3'-0"2'-6"5'-6"7'-0"5'-0"4'-0"3'-0"3'-6"5'-0"2'-6"1'-6"2'-0"1'-0"3'-0"1'-0"1'-0"3'-0"5'-6"1'-0"1'-0"5'-6"5'-6"6'-6"4'-6"4'-0"4'-6"5'-0"7'-0"3'-6"3'-6"6'-6"7'-6"6'-0"5'-0"5"5"7"7"1'-0"1'-0"1'-0"5"4'-0"4'-6"2'-6"3'-0"6'-6"5'-6"1'-0"5'-6"3'-6"3'-6"3'-6"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"5'-0"7"4'-0"3'-0"2'-0"3'-6"4'-0"3'-6"1'-0"6'-6"6'-0"5'-6"7'-6"2'-6"8'-6"5'-0"7"5"5'-6"6'-6"3'-6"2'-6"5'-6"4'-0"4'-0"2'-0"7'-0"5'-6"5'-0"7'-0"2'-6"8'-0"7'-6"4'-6"4'-0"6'-0"8'-0"11'-0"6'-0"9'-6"8'-6"10'-0"11'-0"5'-6"7'-6"8'-6"10'-0"6'-0"7'-0"7'-0"5"1'-0"1'-0"1'-0"1'-0"7"1'-0"1'-0"1'-0"1'-0"5" 7"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3'-0"4'-0"5"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"7"5"1'-0"1'-0"3'-6"1'-6" 6'-6"4'-0"6'-0"8'-6"7"1.3E TimberStrand® LSL allowed hole zoneddMicrollam® LVL andParallam® PSLallowed hole zonemiddle 13 span1.3E TimberStrand®LSL hole zoneMicrollam® LVLand Parallam®PSL hole zone2 x diameter of thelargest hole (minimum)d13 depth1"2"134"MAXIMUM ROUNDHOLE SIZEHEADER DEPTH438"714" to 20"512"See illustration for Allowed Hole ZoneOther Trus Joist® Trus Joist® Headers and Beams1.55E TimberStrand®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams13 depth2 x diameter of thelargest hole (minimum)2 x diameter of thelargest hole (minimum)Allowed hole zone8"8"See illustration for allowed hole zone1114"-11 78"14" to 16"914"-912"HEADER DEPTHMAXIMUM ROUNDHOLE SIZE358"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 uniformly loaded headers and beams only.Round holes onlyNo holes in cantilevers.BEAM ATTACHMENT at BEARINGThis sheet is intended as a supplement to the Trus Joist® Framer's Pocket Guide, which should be referenced for additional information.THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDINGAllowable Load400475Allowable load determined in accordance with AC 124.Corrosion-resistant fasteners required for wet-service applications.114" TimberStrand®LSL rim boardEXTERIOR DECK ATTACHMENTStructural exterior sheathingSee fastenertable below. Maintain2" distance (minimum) fromedge of ledger to fastener.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for TJI® blocking panels912" deep or shorter than 12" long.Do not cut flanges.GENERAL TRUS JOIST PRODUCT ASSEMBLY DETAILSE1E1WWeb stiffenersrequired eachside at E1WBacker block: Install tightto top flange (tight tobottom flange with facemount hangers). Attachwith ten 10d (3") boxnails, clinched whenpossible.H2Backer blockboth sides of webwith single TJI®joistFiller block: Attach with ten 10d (3") boxnails, clinched. Use ten 16d (312") boxnails from each side with 312" TJI® joistflange widths. Use fifteen nails withTJI® joist depths greater than 16".12" lag boltLA38" lag boltFastenerFlashingTreated 2x_ledger400N.A.118" Trus Joist®rim boardWeb stiffener each side.See sizes below.WTight fitWEB STIFFENER ATTACHMENTGap:18" minimum234" maximumThree 8d (212") box nails, clinched(Three 16d (312") box nails at 312"TJI® joist flange widths112"112"Load bearing or shear wall above(must stack over wall below)TJI® blockingpanelWeb stiffenersrequired each side atB1W and B2WB2B1B1WB2W116"2x4 minimumsquash blocksUse 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"With top flange hangers, backer block requiredonly for downward loads exceeding 250 lbs or foruplift conditions.NOTE: STUCTURAL DOCUMENTS FOR THIS PROJECT PER THE DESIGN PROFESSIONAL OF RECORD SHALLSUPERCEDE ALL ASSEMBLIES SHOWN IN THIS SECTION, ALSO REFER TO TRUS JOIST® PLACEMENT PLANS(AND MATERIAL SCHEDULES) FOR REQUIRED MATERIAL.Coordinate load requirements with the design professional of record.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also 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.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®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarksof Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved.TimberStrand® LSL, TrusJoist® rim board, or(Microllam® LVL with EORapproval) see placement plan.TimberStrand® LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval)TimberStrand® LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval)TimberStrand® LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval) seeplacement plan.B4End of joist at centerline of support. Blocking panels required.Load bearing or shear wall above (must stack over wall below when present)Plate nail - 16d (0.135" x 312")at 16" on-center*Floor panel nail - 8d (0.131" x 212")at 6" on-center*A3WWToe nail - 10d (0.131" x 3")at 6" on-center*When sheathing thickness exceeds 78",trim sheathing tongue at rim boardWeb Stiffeners requiredeach side at A3._WA3A3.2A3.1 A3.3A3.1WA3.2WA3.3TimberStrand® LSL, Trus Joist®rim board, or (Microllam® LVL withEOR approval) see placement plan.For rim board thicker than 1 34"- Attach TJI® Joist to rim board with one 10d (0.128"x3")nail. Top nail from TJI® joist into rim board.- Connect corner with four 10d (0.128"x3") nails. Toe nailfrom side of parallel closure into rim board.*Conventional construction code minimum for use withA3 only. See the Trus Joist TJI® Specifier's Guide, #TJ-4000,and the Trus Joist® Rim Board Specifier's Guide, #TJ-8000,for A3.1-A3.3 installation specifications and applications.Doubletop plateStudKingstudHeader platestops at insideface oftrimmersHeader - per plan(bears directly ontrimmers)Trimmers- per planHeadercrippleTypical Header DetailWindow/Door OpeningOnly header openings and roof loads which affect Trus Joistproduct sizes have been denoted on this layout. In addition toany CS detail callouts shown, solid blocking and/or squashblocks are required to provide vertical load transfer from allconcentrated load locations to foundation below. See pocketframer guide for appropriate detail(s).ASSUMED BEARING LENGTH FOR BEAMSAt parallel walls assume 1-1/2" end bearing, at perpendicular wallsassume full wall width end bearing UNO.ALLOWABLE JOIST SHIFTSIndividual joists can be shifted up to 3" maximum from their on-centerspacing to avoid hanger interference/plumbing drops/post.(DO NOT EXCEED 24" O.C. MAXIMUM SPACING)CANTILEVERS/TRUSSESDesign assumes all trusses at floor cantilevers are connected to thewall and NOT to the Trus Joist rimboard. If trusses need to connectto the Trus Joist rimboard, contact Weyerhaeuser for a connectiondetail prior to installation.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 - Use 16d(0.162") x 3-1/2" nails.*For hangers that have joist fasteners/connections, fill all holes withthe manufacturer's recommended fasteners.**FLOOR & ROOF DESIGN PARAMETERS**Face mounthangerTop flangehangerVerify column capacityand beam bearinglength. See currentiLevel® literature.L5L1BEARING ATCOLUMNColumnSee current Trus Joist® literaturefor framing connectorsL6Additional nailing or bolting may berequired with side-loaded multiple-memberbeams. Refer to current product literature.CONNECTION OF MULTIPLE PIECESOF TOP-LOADED BEAMS (1)Minimum of 3 rows 10d (3" x 0.128") nails at 12" o.c.Minimum of 4 rows 10d (3" x 0.128") nails at 12" o.c.for 14" and deeper beamsIf using 12d (314") or larger nails, the number ofnailing rows may be reduced by one.(1) Load must be applied evenly across entirebeam width. Otherwise, use connections forside-loaded beams.312" Width Pieces:Minimum of 2 rows 12" bolts at24" o.c. staggered134" Width Pieces:L2L3Protect untreatedwood from directcontact withconcreteL4BEARING AT WALLBEARING FOR DOOROR WINDOW HEADERStrap per code if top plateis not continuous overheaderBEAM TO BEAMCONNECTIONBEARING ATCONCRETE WALLTimberStrand® LSL, Trus Joist® rimboard, (Microllam® LVL with EORapproval), or TJI® blocking for lateral supportBEAM DETAILS2'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 ALTWARNINGJoists 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.16' maxdeck2'11 7/8" - 16" TJI®2"6"16' maxdeck2'9 1/2" TJI®6"2x_ Furring2416 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.Inverted hanger (seehanger list on Trus Joiststructural layout)Treated ledger1 18" x 11 7/8" Trus Joist® rim boardInverted hanger (seehanger list on iLevelstructural layout)Treated ledgerE1 ALT LA2416 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 ALT LA 9.52x6 (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.Timberstrand ® LSL rim boardto match TJI® depth2x6 (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.WARNINGJoists 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.WARNINGJoists 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.Attach reinforcementto TJI® joist with 8d (212")common nails at 6" on-center. When reinforcingboth sides, stagger nails.E3E22'-0"maximumFace grainhorizontal4'-0" length of34" reinforcementon one side at E2,both sides at E3ALT ALTTimberstrand ® LSL rim boardto match TJI® depth2x6 (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.WARNINGJoists 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.Timberstrand ® LSL rim boardto match TJI® depthUNLESS NOTED OTHERWISEFLOOR LIVE LOAD DEFLECTION CRITERIA: L/480FLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 10 PSFSNOW LIVE LOAD: 35 PSFROOF DEAD LOAD: 20 PSF (TRUSSED ROOFS)ROOF DEAD LOAD: 15 PSF* (TJI/RAFTER)*Dead Loads are adjusted for slope correctionTJI® blockingpanelA1PB113 joist span8' max.Apply subflooradhesive to allcontact surfacesOption #3:Option #1:Option #2:TJI® Joist blocking with endblocks installed at 13 joist-spanlocations usingtwo 8d (0.113" x 212")nails or2 12" screws,typical2x_ strapping installed at 13joist-span locations using two2 12" screws per joist, typicalDirectly applied ceilingWhen specified on the layout, one ofthe above bracing options is requiredAdditional Notes1.5E TimberStrand®LSL Prescriptive Chart13 depth2 x diameter of thelargest hole (minimum)8"See illustration for allowed hole zone1114"-11 78"14"-16"914"-912"358"458"3"Round holes onlyGeneral NotesNo holes within 8" of joist ends.Maximum RoundHole SizeJoist DepthAllowed hole zone1.5 E TimberStrand® LSL8"Round holes larger than 3-5/8" up to 7-1/4" max. in1.5" x 11-7/8" 1.5E TimberStrand LSL joist onlyEdge of large holes need to be at least 4 times the diameter of the largest hole(for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the nexthole is a small 12" diameter hole).The hole must be centered within the joist vertically.No square or rectangular holesNo more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span.See chart below for minimum distance from inside face of bearing to edge of hole for holeslarger than 3-5/8" but not greater than 7.25"Minimum distance from edge of hole to inside face ofbearing (end or intermediate)4"5"6.5" 7.25"2'-0"2'-0" 3'-0"3'-6"the area of a 7-1/4" circumscribed hole A smaller hole can be drilled withincentered in the depth of the joistcircumscribed 7-1/4" holesmaller hole drilled withincircumscribed area of 7-1/4" holeassuming the circumscribed hole is a minimum of 3'-6" from face of bearing1-1/2" x 11-7/8" 1.5E TimberStrand LSL floor joistSales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project.EH01 SINCLAIR E/I (prev. 4007) WALKOUT HEADERS - ADDPlotID Length ProductPlies Net QtyTSHd1-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TSHd2-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4ELEVATION SOIL PRESSURE BLOCKINGPlotID Length Product Plies Net QtySoil Pressure Blkg 90' 0" 11 7/8" TJI 210 joist 1 1LOOKOUT HEADERS - ADDPlotID Length ProductPlies Net QtyTSHd2-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 6 Start Joist Layout Here.ALL ELEVATIONS LOWER LEVELPlotID Length ProductPlies Net QtyFBk1 2' 11 3/8" 11 7/8" TJI 210 joist1 1TS2 34' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4TS4 22' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 13TS5 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7TS6 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6TS7 6' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS10 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS11 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS13-3 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3TS12-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board1 1123/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 35ALL ELEVATIONS LOWER LEVELPlotID Qty Manuf Product Backer Blks Web StiffH2 2 Simpson IUS1.81/11.88 No NoH4 1 Simpson LUS210 No NoFULL FOUNDATION - ADDPlotID Length ProductPlies Net QtyNot Shown 40' 0" 1-1/2" x 11-7/8" 1.5E Timberstrand LSL 1 1B2B2B2A3A3A3A3A3A3CSCSCSCSCSCSCSCSCSCSB1TS13-3TS12-2TS12-2TS10TS7STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm13"3"TSHd2-2TSHd2-2TSHd2-2 TSHd2-2TSHd2-2TSHd1-23"3"4-1/2" (Hip Elevations)4-1/2" (Hip Elevations)3"TS5FBk1TS11H4H2H2TS619.2" O.C.TS219.2" O.C.TS419.2" O.C.TS419.2" O.C.TS519.2" O.C.LOOKOUT HEADERSWALKOUT HEADERSInstall (4)2x6 squash blocks under allpoint loads at front of house.For labeled Point Loads exceeding10,000 lbs contact LENNAR forFraming Details.All joist blocking including soil pressure joistblocking can be either 210 or 360 series TJI or1-1/2" Timberstrand LSL 1.5E material.Full Foundation: 1-1/2" LSL 1.5Eflush with canted sill plate. LSLattached to Rim held to inside liningup with concrete foundation. (1-1/2"LSL not shown on layout.)No changes to floor framing with fullheight stone fireplaces for either theside fireplace or corner fireplace. Start Joist Layout Here.4 Season Porch Option Add ListPlotID Qty Manuf Product Backer Blks Web StiffH1 2 Simpson HUCQ610-SDS No NoH4 6 Simpson LUS210 No No4 Season Porch Option Add ListPlotID Length ProductPlies Net QtyTS1 36' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5TS3 30' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS8-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 6TS9-3 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 34 Season Porch Option Remove ListPlotID Length ProductPlies Net QtyTS4 22' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5TS5 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 1CSCSB1B2B2B2A3A3A3A3B2TS13-3TS12-2TS12-2TS10TS4TS7STRm1STRm1STRm1STRm1STRm1TS3FBk13"3"TS11H5TS8-3TS9-3TS8-3STRm1H3H3H1H11' 8"1' 6 3/8"1' 5 5/8"1' 8 13/16"TS219.2" O.C.TS419.2" O.C.TS519.2" O.C.TS119.2" O.C.TS119.2" O.C.H44 Season Porch OptionSquash BlockingWeyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A10/11/13N/ALENNAR - MNEH01 SINCLAIR E/I (prev. 4007)ALL ELEVATIONSDrawn By:DMNOriginal Date:8/29/13First Floor Framing PlanScale: 1/4" = 1'-0"Sheet2of 3Structural Framer'sPocket Guide.Access with your Smart Phone.http://woodbywy.com/document/tj-9001/Have a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to:www.damagereport.wSpecification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comRev.ByDateJLH10-7-21CommentsRemoved elev H,I.Joist Plot IDSYMBOL LEGENDx = Example member ID1.9E Microllam LVL2.0E Parallam PSL1.55E TimberStrand LSLHeader Plot IDHanger LabelMember By OthersUnder Load AboveHangerJoistBeamWallsWalls AboveDetail Callout LabelXXULABBOHxxxHdx-xTSx-xPLx-xMLx-xXxClosure By OthersCBOLack 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.THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE.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).3" adjustment allowed for joist spaced 19.2"o.c. or less to accommodate plumbing drops.DO NOT CUT JOIST FLANGES.This layout is intended for the use of TrusJoist® engineered wood products only. Thesubstitution of other engineered wood productswith this layout is NOT PERMITTED. Pleaseidentify the TJI® , TimberStrand® LSL , Microllam® LVL , and Parallam® PSL stampson the product to ensure that this layout isvalid for the products actually installed.Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project.EH01 SINCLAIR E/I (prev. 4007) Start Joist Layout Here.SECOND FLOOR - ELEVATION APlotID Qty Manuf Product Backer Blks Web StiffH2 1 Simpson HU11 No NoH4 12 Simpson IUS2.06/11.88 No NoH8 1 User HHUS410 Not Required Not RequiredH10 1 User HUC48 Not Required Not RequiredH11 13 User MIU5.12/9 Not Required RequiredSECOND FLOOR - ELEVATION APlotID Length ProductPlies Net QtyF34' 34' 0" 11 7/8" TJI 210 joist1 13F20' 20' 0" 11 7/8" TJI 210 joist1 4F18' 18' 0" 11 7/8" TJI 210 joist1 1F16' 16' 0" 11 7/8" TJI 210 joist1 11F14' 14' 0" 11 7/8" TJI 210 joist1 1F12' 12' 0" 11 7/8" TJI 210 joist1 6FBk1 10' 7 15/16" 11 7/8" TJI 210 joist1 1TS2-2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS3-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS4 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS5-2 18' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4TSHd4-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TS11 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board1 89 1/8" 3/4" x 2 5/16" Web Stiffeners1 2223/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 44B1A3A3A3A3WCSCSCSCSCSCSE1WB1CSCSTS3-2TS4TS2-2BBO2STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1FBk1F14'STRm1FBk13"TS11H10TS5-2BBOHd4-2 BBOHd4-2 TSHd4-2 TSHd2-23"3"TSHd2-23"3"BBOHd4-2H8H2F18'1' 7 1/8"1' 7 1/4"1' 0 13/16"6 3/8"1' 10 15/16"1' 3 7/16"1' 6 7/8"1' 7 1/2"FBk1TSHd1-2F16'19.2" O.C.F12'19.2" O.C.F20'19.2" O.C.F34'19.2" O.C.H11H4H4See Tall WallDesign on TW1See Joist to Girder ConnectionDetail on this Page.-NO ELEVATION CHANGE FORGARAGE EXPANSION OPTION.-ALL BATH OPTIONS HAVE BEENACCOUNTED FOR. NOMATERIAL CHANGE.ROOF TRUSSES ASSUMED TOBE SUPPORTED BY WALL ANDNOT NAILED INTO TJ®RIMBOARD. PLEASE VERIFYPRIOR TO CONSTRUCTION ASADDITIONAL MATERIALS MAY BECAN LIGHTSerenity Bath OptPlumbing wallPlumbing wallHall BathMaster BathROOF - ELEVATION APlotID Length ProductPlies Net QtyTSHd1-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4BBO3TSHd2-2TSHd1-3TSHd2-2BBOHd3-2BBOHd3-2 BBOHd3-23"3"4 Season Porch Option Add ListPlotID Length ProductPlies Net QtyTS6-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2CSCSCSA3TSHd4-2TSHd2-2 BBOHd4-2STRm13"3"BBOHd1-2BBOHd3-2 BBOHd2-2TS6-24 Season Porch OptionWeyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A10/11/13N/ALENNAR - MNEH01 SINCLAIR E/I (prev. 4007)ELEVATION ADrawn By:DMNOriginal Date:8/29/13Second Floor Framing PlanScale: 1/4" = 1'-0"Sheet3of 3Structural Framer'sPocket Guide.Access with your Smart Phone.http://woodbywy.com/document/tj-9001/Have a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to:www.damagereport.wSpecification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comRoof Headers PlanScale: 1/4" = 1'-0"Rev.ByDateJLH10-7-21CommentsRemoved elev H,I.Joist Plot IDSYMBOL LEGENDx = Example member ID1.9E Microllam LVL2.0E Parallam PSL1.55E TimberStrand LSLHeader Plot IDHanger LabelMember By OthersUnder Load AboveHangerJoistBeamWallsWalls AboveDetail Callout LabelXXULABBOHxxxHdx-xTSx-xPLx-xMLx-xXxClosure By OthersCBOLack 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.GIRDER TRUSS BY OTHERSNOTES: TRUSS MANUFACTURER TODESIGN FOR ANY TORSION LOADS ATBOTTOM CHORDS OF GIRDER TRUSSIF NEEDED. THE TORSION FORCEDEPENDS ON THE NUMBER OF GIRDERTRUSS PLIES AND VERTICAL LOADAPPLIED.TJI SERIES WEB STIFFENER SQUASH BLOCK MAX. TJI REACTION1101178" MIN.58" x 512" Wide34" Net x 512" Wide1" Net x 512" Wide118" TJ Rim Board(BOTH SIDES OF JOIST)2x6 BLOCK(BOTH SIDES OF JOIST)(CUT 116" TALLER THAN JOIST)1,305 LBS1,530 LBS230 - 1,575 LBS360 - 1,620 LBS2ND FLOOR WALLSUPPORTING UNIFORMROOF LOAD(2) PLY 2X10 SYP/DFBOTTOM CHORD, MINIMUMSQUASH BLOCKS (SEE TABLE FOR SIZE & TYPE)ATTACH W/ (3) 10d (0.128" x 3") NAILS INTO WEB &WEB STIFFENER.TJI JOIST SERIES1178" MIN. DEPTHGAP:18" MINIMUM234" MAXIMUM(3) 8d (0.113" x 212") NAILS,CLINCHEDWEB STIFFENER EACH SIDESEE TABLE BELOWTIGHT FIT1"1"WEB STIFFENERSEE DETAILHANGER - SEE TABLERRRHANGER MAX. REACTION2,615 LBSMIU5.12/9 2,615 LBSMIU4.75/9 2,615 LBSLIGHT LOADS1 - MAXIMUM TJI REACTION FROM CURRENT LEVEL LOADS ONLY.2 - MAXIMUM LOAD / REACTION ON HANGER FROM CURRENT LEVEL & ALL LEVELS ABOVE. MAX HANGER REACTION FOR FLOOR & ROOF COMBINATION (115% SNOW LOAD DURATION)NAILING: SEE HANGER MANUFACTURE LITERATURE FOR TOP MOUNT MAX HANGER NAILING REQUIREMENTS.SIMPSON STRONG-TIEHANGER MAX. REACTION2,220 LBSHD310-2 2,920 LBS2,920LBSUSPGIRDER TRUSS BY OTHERSTOP VIEWRTJI JOISTSQUASH BLOCK - SEE TABLE2101178" MIN.230 / 3601178" MIN.RHD210-35 1/2"GIRDER TRUSS BY OTHERSHANGER - SEE TABLESQUASH BLOCK - SEE TABLEATTACH W/ (3) 10d (0.128" x 3")NAILS INTO WEB & WEB STIFFENER.RTJI JOIST118" TJ Rim Board(BOTH SIDES OF JOIST)MIU4.12/9SUH410RSIDE VIEWWEB STIFFENER - SEE TABLEHANGER - SEE TABLE2222221111RTHINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE.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).3" adjustment allowed for joist spaced 19.2"o.c. or less to accommodate plumbing drops.DO NOT CUT JOIST FLANGES.This layout is intended for the use of TrusJoist® engineered wood products only. Thesubstitution of other engineered wood productswith this layout is NOT PERMITTED. Pleaseidentify the TJI® , TimberStrand® LSL , Microllam® LVL , and Parallam® PSL stampson the product to ensure that this layout isvalid for the products actually installed.Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project.EH01 SINCLAIR E/I (prev. 4007) ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏ฑ๏๏ฑ๏๏ฅ๏ณ๏ฃ๏ฒ๏ฉ๏ฐ๏ด๏ฉ๏ฏ๏ฎ๏๏ก๏ด๏ฅ๏๏ฅ๏ถ๏ฉ๏ณ๏ฉ๏ฏ๏ฎ๏๏ฒ๏ฏ๏ช๏ฅ๏ฃ๏ด๏ ๏๏ต๏ญ๏ข๏ฅ๏ฒ๏บ๏๏ก๏ด๏ฅ๏บ๏๏ฑ๏ฑ๏๏จ๏ฅ๏ฅ๏ด๏ณ๏บ๏ ๏ ๏ ๏ฏ๏ฆ๏ฒ๏๏ฒ๏ฉ๏ฎ๏ด๏ ๏๏ก๏ญ๏ฅ๏บ๏๏ฉ๏ง๏ฎ๏ฅ๏ค๏บ๏ ๏๏ฉ๏ฃ๏ฅ๏ฎ๏ณ๏ฅ๏ ๏๏ต๏ญ๏ข๏ฅ๏ฒ๏บ๏๏ฉ๏ฃ๏ซ๏ ๏๏ก๏ฎ๏ณ๏ฏ๏ฎ๏ด๏ถ๏ถ๏ถ๏ต๏๏ก๏ด๏ฅ๏บ๏๏ ๏จ๏ฅ๏ฒ๏ฅ๏ข๏น๏ ๏ฃ๏ฅ๏ฒ๏ด๏ฉ๏ฆ๏น๏ ๏ด๏จ๏ก๏ด๏ ๏ด๏จ๏ฉ๏ณ๏ ๏ฐ๏ฌ๏ก๏ฎ๏ฌ๏ ๏ณ๏ฐ๏ฅ๏ฃ๏ฉ๏ฆ๏ฉ๏ฃ๏ก๏ด๏ฉ๏ฏ๏ฎ๏ ๏ฏ๏ฒ๏ ๏ฒ๏ฅ๏ฐ๏ฏ๏ฒ๏ด๏ท๏ก๏ณ๏ ๏ฐ๏ฒ๏ฅ๏ฐ๏ก๏ฒ๏ฅ๏ค๏ ๏ข๏น๏ ๏ญ๏ฅ๏ ๏ฏ๏ฒ๏ ๏ต๏ฎ๏ค๏ฅ๏ฒ๏ ๏ญ๏น๏ ๏ค๏ฉ๏ฒ๏ฅ๏ฃ๏ด๏ ๏ณ๏ต๏ฐ๏ฅ๏ฒ๏ถ๏ฉ๏ณ๏ฉ๏ฏ๏ฎ๏ก๏ฎ๏ค๏ ๏ด๏จ๏ก๏ด๏ ๏๏ ๏ก๏ญ๏ ๏ก๏ ๏ค๏ต๏ฌ๏น๏ ๏๏ฉ๏ฃ๏ฅ๏ฎ๏ณ๏ฅ๏ค๏ ๏๏ฒ๏ฏ๏ฆ๏ฅ๏ณ๏ณ๏ฉ๏ฏ๏ฎ๏ก๏ฌ๏ ๏ ๏ฎ๏ง๏ฉ๏ฎ๏ฅ๏ฅ๏ฒ๏ต๏ฎ๏ค๏ฅ๏ฒ๏ ๏ด๏จ๏ฅ๏ ๏ฌ๏ก๏ท๏ณ๏ ๏ฏ๏ฆ๏ ๏ด๏จ๏ฅ๏ ๏๏ด๏ก๏ด๏ฅ๏ ๏ฏ๏ฆ๏ ๏๏ฉ๏ฎ๏ฎ๏ฅ๏ณ๏ฏ๏ด๏ก๏ฎ๏๏ก๏ฎ๏ต๏ก๏ฒ๏น๏ ๏ฑ๏ฌ๏ ๏ฒ๏ฐ๏ฒ๏ณ๏ณ๏ฎ๏ฐ๏ฐ๏ฑ๏ฑ๏ญ๏ฑ๏ญ๏ฒ๏ณ๏ฒ๏ฐ๏ฒ๏ณ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ฒ๏๏ฑ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ณ๏๏ฑ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏ด๏๏ฑ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ต๏๏ฑ๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏ถ๏๏ฑ๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏บ๏๏ฉ๏ด๏น๏บ๏๏ด๏ก๏ด๏ฅ๏บ๏๏ฉ๏ฐ๏บ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏ฒ๏ฐ๏ฒ๏ณ©๏ณ๏ด๏ฐ๏ท๏ ๏๏ฉ๏ฌ๏ญ๏ฅ๏ฒ๏ ๏๏ก๏ฎ๏ฅ๏ ๏๏ฏ๏ฒ๏ด๏จ๏๏ต๏ฉ๏ด๏ฅ๏ ๏ด๏๏ฌ๏น๏ญ๏ฏ๏ต๏ด๏จ๏ฌ๏ ๏๏๏ ๏ต๏ต๏ด๏ด๏ฑ๏๏ฅ๏ฌ๏ ๏ถ๏ฑ๏ฒ๏ญ๏ท๏ฐ๏ธ๏ญ๏ณ๏ต๏ท๏ฒ๏ท๏ท๏ท๏ฎ๏จ๏ก๏ฎ๏ณ๏ฏ๏ฎ๏ง๏ฒ๏ฏ๏ต๏ฐ๏ญ๏ฎ๏ฎ๏ฃ๏ฏ๏ญ๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏ฎ๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏ ๏ ๏๏๏๏ ๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏ญ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏ ๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏ฎ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏ฎ๏๏๏๏๏๏๏๏๏๏๏๏ฑ๏ฎ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏จ๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏ญ๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ฉ๏ฎ๏ฒ๏ฎ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ฎ๏ณ๏ฎ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏ฎ๏ ๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ฎ๏ด๏ฎ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ฌ๏ ๏๏๏๏๏ ๏๏๏๏๏ฌ๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ฎ๏ต๏ฎ ๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ฎ๏ถ๏ฎ ๏๏๏๏ ๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ฎ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏บ๏ฑ๏ฎ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ฌ๏ ๏๏๏๏๏ญ๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ฌ๏ ๏๏๏๏ฏ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏ ๏๏ฎ๏ฒ๏ฎ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ฎ๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ฎ๏ณ๏ฎ ๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏ฎ๏ ๏ ๏๏๏ ๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ฎ๏ด๏ฎ ๏๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏ ๏ญ๏๏ ๏๏๏ ๏๏ฌ๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏ ๏ ๏ ๏๏๏ ๏๏๏๏๏๏ฌ๏ ๏๏๏๏๏ฌ๏ ๏๏๏๏ ๏๏๏ ๏ฎ๏ต๏ฎ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏ฒ๏ด๏ข๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏ ๏๏ ๏๏๏ ๏ ๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏ ๏๏ฎ๏ช๏ช๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏ ๏ฎ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏บ ๏๏ง๏ฃ๏ ๏ฝ๏ ๏ณ๏ฐ๏ฐ๏ฐ๏ ๏๏๏๏ ๏๏ ๏ฒ๏ธ๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏บ ๏๏ง๏ฃ๏ ๏ฝ๏ ๏ต๏ฐ๏ฐ๏ฐ๏ ๏๏๏๏ ๏๏ ๏ฒ๏ธ๏ ๏๏๏๏๏ ๏จ๏๏๏ ๏ณ๏ฐ๏ฐ๏ฐ๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ต๏ฐ๏ฐ๏ฐ๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ฎ๏๏๏๏๏ ๏๏๏๏ ๏บ๏ ๏๏๏๏๏๏๏๏๏ ๏ญ๏ ๏ฑ๏ ๏ฑ๏ฒ๏ข๏ ๏๏๏๏ฎ๏ ๏ ๏๏๏๏๏๏ฏ๏๏๏๏๏๏ ๏ญ๏ ๏ณ๏ด๏ข๏ ๏๏๏๏ฎ๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏บ๏ ๏ฃ๏ด๏ญ๏ ๏๏๏๏๏ ๏ญ๏ ๏๏๏๏๏ ๏๏ถ๏ฑ๏ต๏ ๏๏๏๏๏ ๏ ๏ด๏ฐ๏ฃ๏ต๏ซ๏ ๏๏๏๏๏ ๏ญ๏ ๏๏๏๏๏ ๏๏ถ๏ฑ๏ต๏ ๏๏๏๏๏ ๏ ๏ถ๏ฐ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏บ ๏๏๏๏ ๏๏๏๏๏ ๏ ๏ฃ๏ฒ๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏ฑ๏ฌ๏ต๏ฐ๏ฐ๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏ฑ๏ฎ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏ฒ๏ฌ๏ฒ๏ต๏ฐ๏ ๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ฌ๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ฌ๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ฎ๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏ฎ๏ฒ๏ฎ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏ฎ๏ณ๏ฎ ๏ฑ๏ฑ๏ฒ๏ข๏ ๏๏ ๏ ๏๏ ๏๏๏ ๏ณ๏ฑ๏ฒ๏ข๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ฎ๏ด๏ฎ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ฒ๏ข๏ฌ๏ ๏๏๏๏ ๏๏ ๏๏ฌ๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏ฒ๏ข๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏๏๏ ๏ฎ๏ต๏ฎ ๏๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏ฎ๏ถ๏ฎ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏ถ๏ข๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏ฎ๏ท๏ฎ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏ฌ๏ ๏๏๏๏ ๏๏ญ๏๏๏๏๏๏๏๏๏ฌ๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ฌ๏ ๏๏๏๏๏๏๏๏๏ฌ๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏ ๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ฌ๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ฎ๏ธ๏ฎ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ฌ๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏ฎ๏ ๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏ ๏ฑ๏ฒ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ฎ๏น๏ฎ ๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏ ๏๏ ๏ฑ๏ฒ๏ข๏ฎ๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏ ๏ฒ๏ข๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏ฎ๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏ณ๏ฐ๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏ ๏ด๏ฐ๏ ๏๏๏ ๏ ๏๏ ๏๏๏๏ ๏ด๏ธ๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏ ๏ถ๏ฐ๏ ๏๏๏ ๏ ๏๏ฎ๏ ๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏ ๏๏ฎ๏ฑ๏ฐ๏ฎ๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ฎ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏ฒ๏ข๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏ฎ๏ฑ๏ฑ๏ฎ๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏ ๏ ๏๏๏๏๏ฎ๏ฑ๏ฒ๏ฎ๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏ฎ๏ ๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ฎ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏ ๏ต๏ข๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ฎ๏ฑ๏ณ๏ฎ๏๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏ฎ๏ฑ๏ด๏ฎ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ฎ๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏ด๏ข๏ ๏๏๏ ๏ฑ๏ฒ๏ข๏ ๏๏๏ ๏ ๏๏๏๏ ๏ ๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ฎ๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ฎ๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ฎ๏ ๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ฎ๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ฎ๏ฑ๏ต๏ฎ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏ฑ๏ฒ๏ข๏ ๏๏๏๏๏ ๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏ ๏๏ณ๏ฑ๏ท๏ฎ๏ณ๏ฎ๏ฑ๏ ๏ ๏๏๏ ๏๏๏๏๏๏ ๏ฑ๏ฎ๏ฑ๏ถ๏ฎ๏๏๏๏ ๏๏๏ ๏ญ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ง๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ฎ๏ฑ๏ท๏ฎ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ญ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ฎ๏ฑ๏ธ๏ฎ๏๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏ฌ๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ฌ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏ฎ๏ฑ๏น๏ฎ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ฎ๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏ฎ๏ฒ๏ฐ๏ฎ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏๏ฎ๏ ๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ฎ๏ ๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ฎ๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏จ๏ฒ๏ฉ๏ฃ๏ด๏ ๏ฝ๏ ๏จ๏ฑ๏ฉ๏ฃ๏ถ๏จ๏ณ๏ฉ๏ฃ๏ด๏ ๏ฝ๏ ๏จ๏ฒ๏ฉ๏ฃ๏ต๏จ๏ณ๏ฉ๏ฃ๏ต๏ ๏ฝ๏ ๏จ๏ฒ๏ฉ๏ฃ๏ถ๏๏๏๏๏ ๏ ๏ถ๏ฐ๏ ๏ฃ๏ถ๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏ท๏ฏ๏ ๏๏ง๏ฃ๏ ๏ฝ๏ ๏ณ๏ฐ๏ฐ๏ฐ๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏ด๏ฐ๏ด๏ฎ๏ฑ๏ฎ๏ฒ๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏จ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏ฉ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏จ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏ฉ๏ท๏ง๏ญ๏ถ๏ข๏ท๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏ธ๏ง๏ญ๏ถ๏ข๏ธ๏ง๏ญ๏ฐ๏ข๏ท๏ง๏ญ๏ฐ๏ข๏ถ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏น๏ง๏ญ๏ถ๏ข๏น๏ง๏ญ๏ฐ๏ข๏ธ๏ง๏ญ๏ฐ๏ข๏ท๏ง๏ญ๏ฐ๏ข๏ถ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏ธ๏ข๏ฑ๏ฐ๏ข ๏ฑ๏ฒ๏ข๏ธ๏ข๏ฑ๏ฐ๏ข ๏ฑ๏ฒ๏ข๏ธ๏ข๏ฑ๏ฐ๏ข ๏ฑ๏ฒ๏ข๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏ช๏ ๏ฝ๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏ง๏ฃ๏ ๏ฝ๏ ๏ด๏ฌ๏ฐ๏ฐ๏ฐ๏ ๏๏๏๏ช๏ณ๏ถ๏ข๏ช๏ณ๏ถ๏ข๏ช๏ณ๏ถ๏ข๏ช๏ณ๏ถ๏ข๏ช๏ณ๏ถ๏ข๏ช๏ณ๏ถ๏ข๏ณ๏ถ๏ข๏ณ๏ถ๏ข๏ณ๏ถ๏ข๏ณ๏ถ๏ข๏ณ๏ถ๏ข๏ณ๏ถ๏ข๏ณ๏ถ๏ข๏ณ๏ถ๏ข๏ฒ๏ด๏ข๏ฒ๏ด๏ข ๏ฒ๏ด๏ข๏ฒ๏ด๏ข๏๏๏๏๏ ๏จ๏ณ๏ฐ๏ ๏๏๏๏ฏ๏๏๏ฉ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏จ๏ด๏ต๏ ๏๏๏๏ฏ๏๏๏ฉ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏จ๏ถ๏ฐ๏ ๏๏๏๏ฏ๏๏๏ฉ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ฃ๏ถ๏ ๏๏ ๏ฒ๏ด๏ข๏ ๏ฝ๏ ๏ฃ๏ต๏ ๏๏ ๏ฑ๏ธ๏ข๏ ๏ฝ๏ ๏ฃ๏ด๏ ๏๏ ๏ฑ๏ฒ๏ข๏ ๏จ๏๏๏๏๏ ๏ ๏ถ๏ฐ๏ฉ๏ ๏ฝ๏ ๏ฃ๏ด๏ ๏๏ ๏ธ๏ข๏ ๏จ๏๏๏๏๏ ๏ ๏ด๏ฐ๏ฉ๏จ๏ฑ๏ฉ๏ฃ๏ถ๏ ๏ฝ๏ ๏จ๏ฒ๏ฉ๏ฃ๏ด๏ ๏จ๏๏๏๏๏ ๏ ๏ถ๏ฐ๏ฉ๏ฃ๏ถ๏ ๏๏ ๏ณ๏ถ๏ข๏ ๏ฝ๏ ๏ฃ๏ต๏ ๏๏ ๏ฒ๏ด๏ข๏ ๏ฝ๏ ๏ฃ๏ด๏ ๏๏ ๏ฑ๏ธ๏ข๏ ๏จ๏๏๏๏๏ ๏ ๏ถ๏ฐ๏ฉ๏ ๏ฝ๏ ๏ฃ๏ด๏ ๏๏ ๏ฑ๏ฒ๏ข๏ ๏จ๏๏๏๏๏ ๏ ๏ด๏ฐ๏ฉ๏จ๏ฒ๏ฉ๏ ๏ฃ๏ด๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏ฒ๏ด๏ข๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ฎ๏ ๏๏๏๏๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏๏๏ถ๏ข๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏ฌ๏ ๏๏ ๏ ๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏๏ ๏๏ท๏ฒ๏ข๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ฎ๏ ๏๏ฎ๏ฒ๏ด๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ณ๏ข๏ ๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ฑ๏ฑ๏๏๏ ๏๏๏๏๏ ๏๏ณ๏ถ๏ข๏ ๏๏๏๏๏๏ ๏๏ฒ๏ ๏ธ๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏บ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏๏ ๏ฒ๏ฌ๏ฐ๏ฐ๏ฐ๏ ๏๏๏๏ ๏๏๏ ๏ฑ๏ฐ๏ฌ๏ฐ๏ฐ๏ฐ๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ญ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ฎ๏ถ๏ข๏๏๏๏ฎ๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏ฑ๏ฒ๏ข๏๏ ๏ธ๏ ๏ฑ๏ฐ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏จ๏ท๏ข๏ ๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏ฉ๏๏ ๏ท๏ฒ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏๏๏ฎ๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ฑ๏ถ๏ข๏ ๏๏๏๏ ๏๏๏๏ ๏ด๏ข๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏ฒ๏ด๏ข๏ ๏๏๏๏ฎ๏ ๏๏๏๏ ๏ถ๏ข๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏จ๏ฑ๏ฉ๏ ๏ฃ๏ด๏ ๏ธ๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ถ๏ข๏ ๏๏๏๏ฎ๏ ๏๏ฎ๏๏ฎ๏๏ฎ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏ฃ๏ด๏ธ๏ฒ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏ท๏ฒ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏๏๏จ๏ต๏ข๏ ๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏ฉ๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏ ๏๏ฒ๏ด๏ข๏ญ๏๏๏๏ ๏๏๏๏๏ ๏ ๏ ๏๏๏๏ ๏๏๏๏ ๏ถ๏ข๏๏๏๏ฎ๏ณ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏ฃ๏ด๏ ๏ธ๏ ๏ฒ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ ๏๏๏ ๏จ๏ต๏ข๏ ๏๏๏๏ฎ๏ ๏๏๏ ๏๏ฉ๏ ๏๏ ๏๏๏ ๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ด๏ธ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏จ๏๏๏๏๏ ๏๏๏๏๏ฉ๏๏๏ ๏ณ๏ถ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏จ๏๏๏๏๏๏ญ๏๏๏๏๏ ๏๏๏๏๏ฉ๏๏๏ ๏ฒ๏ด๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏จ๏๏๏๏๏ ๏๏๏๏๏ฉ๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏ ๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ถ๏ข๏ ๏๏๏๏ฎ๏ ๏๏๏๏๏๏ ๏๏ฎ๏๏ฎ๏๏ฎ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ฑ๏ฒ๏ข๏๏ ๏ธ๏ ๏ฑ๏ฐ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏จ๏ท๏ข๏ ๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏ฉ๏๏ ๏ท๏ฒ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏๏๏ฎ๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏จ๏ฑ๏ฉ๏ ๏ฃ๏ด๏ ๏ธ๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏จ๏ฑ๏ธ๏ข๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏ฑ๏ถ๏ข๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ฒ๏ง๏ญ๏ถ๏ข๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ฉ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏บ๏๏๏ ๏๏ ๏ ๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏ฎ๏ ๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏ฎ๏๏ฎ๏๏ฎ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ฎ๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ฌ๏ ๏๏๏ ๏ ๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ฌ๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ฎ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏ ๏๏ ๏๏๏ ๏๏ ๏ณ๏ฑ๏ฌ๏ ๏ฒ๏ฐ๏ฒ๏ณ๏ฎ๏ถ๏ข๏๏๏๏ฎ๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ฑ๏ฑ๏ฒ๏ข๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ฌ๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏ธ๏ข๏ ๏๏๏๏ฎ๏ ๏๏ฎ๏๏ฎ๏๏ฎ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ญ๏๏ ๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏ ๏ถ๏ฏ๏๏ฑ๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏ฒ๏ฏ๏๏ฒ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏ ๏ฑ๏ฏ๏๏ฒ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ฒ๏ธ๏ถ๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏ธ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏จ๏ฒ๏ฉ๏ฃ๏ด๏ธ๏๏๏๏๏ฎ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏ธ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏๏๏ ๏จ๏ณ๏ฉ๏ฃ๏ด๏ธ๏๏๏๏๏ฎ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ฃ๏ด๏ธ๏ฒ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏ท๏ฒ๏ข๏ ๏๏ฎ๏๏ฎ๏๏๏๏ ๏จ๏ต๏ข๏ ๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏ฉ๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏ญ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏ญ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ฒ๏ฐ๏ฐ๏ฐ๏ ๏๏๏ ๏ฑ๏ถ๏ข๏ ๏๏๏๏ ๏ ๏ธ๏ ๏ธ๏ข๏ ๏๏๏๏๏ ๏ฒ๏ฐ๏ข๏ ๏๏๏๏ ๏ ๏ธ๏ ๏ธ๏ข๏ ๏๏๏๏๏๏ฑ๏ต๏ฐ๏ฐ๏ ๏๏๏ ๏ฒ๏ฐ๏ข๏ ๏๏๏๏ ๏ ๏ธ๏ ๏ธ๏ข๏ ๏๏๏๏๏ ๏ฒ๏ถ๏ข๏ ๏๏๏๏ ๏ ๏ธ๏ ๏ธ๏ข๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏ ๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏ฒ๏ต๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏ฆ๏ ๏ต๏ฐ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏ฎ๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏ ๏ ๏๏ ๏๏ ๏๏๏๏๏ฌ๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏ฑ๏ฐ๏ข๏ฌ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏ฑ๏ต๏ ๏๏๏๏ฎ๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ฌ๏ ๏๏ ๏๏๏๏ฌ๏๏ ๏๏๏ ๏๏๏ฌ๏ ๏ ๏๏๏ฎ๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏ฎ๏ถ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏ฑ๏ฒ๏ข๏๏ ๏ธ๏ ๏ฑ๏ฐ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏จ๏ท๏ข๏ ๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏ฉ๏๏ ๏ท๏ฒ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏๏๏ฎ๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏ฒ๏ฅ๏๏๏๏๏ ๏ ๏๏ ๏๏ ๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏ ๏ ๏ถ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ฃ๏ด๏ ๏ธ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏ฒ๏ด๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏๏๏ฎ๏๏๏๏๏๏๏๏๏ ๏ฒ๏ข๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏ ๏๏๏๏ ๏ฒ๏ด๏ข๏ ๏๏๏๏ฎ๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏จ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏ ๏๏ ๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏ฉ๏ฃ๏ด๏ธ๏ฒ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏ด๏ธ๏ข๏ ๏๏ฎ๏๏ฎ๏๏๏๏ ๏จ๏ต๏ข๏ ๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏ฉ๏จ๏ฑ๏ฉ๏ ๏ฃ๏ด๏ ๏ธ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏ธ๏ข๏ ๏๏๏๏ฎ๏ ๏๏ฎ๏๏ฎ๏๏ฎ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ฃ๏ด๏ ๏ธ๏ ๏ต๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏๏๏ ๏๏ ๏ฒ๏ด๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏จ๏๏๏๏ ๏๏ ๏๏๏๏ ๏ ๏ฒ๏ง๏ญ๏ฐ๏ข๏ ๏๏ ๏๏ ๏๏ ๏๏๏๏๏ฆ๏ ๏๏๏๏๏๏ ๏๏๏ ๏ฆ๏ ๏ ๏๏๏๏๏ ๏ธ๏ข๏ ๏๏๏๏ฎ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ฉ๏ณ๏ง๏ญ๏ฐ๏ข๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ณ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏จ๏๏๏๏๏ฉ๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏ฑ๏ต๏ง๏ญ๏ฐ๏ข๏ฃ๏ต๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏ฒ๏ด๏ข๏ ๏๏ฎ๏๏ฎ๏๏ ๏๏๏ ๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏จ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ฉ๏ฒ๏ง๏ญ๏ฐ๏ข๏ธ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏น๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ฎ๏ฑ๏ฐ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ฎ๏๏ฅ๏ฎ๏ฎ๏ก๏ฒ๏ ๏๏ฏ๏ฒ๏ฐ๏ฏ๏ฒ๏ก๏ด๏ฉ๏ฏ๏ฎ๏ฑ๏ถ๏ณ๏ฐ๏ต๏ ๏ณ๏ถ๏ด๏จ๏ ๏๏ถ๏ฅ๏ ๏๏ฌ๏ ๏๏ต๏ฉ๏ด๏ฅ๏ ๏ถ๏ฐ๏ฐ๏๏ฌ๏น๏ญ๏ฏ๏ต๏ด๏จ๏ฌ๏ ๏๏๏ ๏ต๏ต๏ด๏ด๏ถ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏ฒ๏ฐ๏ฒ๏ณ©๏๏ฅ๏ณ๏ฃ๏ฒ๏ฉ๏ฐ๏ด๏ฉ๏ฏ๏ฎ๏๏ก๏ด๏ฅ๏๏ฅ๏ถ๏ฉ๏ณ๏ฉ๏ฏ๏ฎ๏๏ก๏ฎ๏ต๏ก๏ฒ๏น๏ ๏ฑ๏ฌ๏ ๏ฒ๏ฐ๏ฒ๏ณ๏๏ฒ๏ฏ๏ช๏ฅ๏ฃ๏ด๏ ๏๏ต๏ญ๏ข๏ฅ๏ฒ๏บ๏๏ก๏ด๏ฅ๏บ๏ณ๏ฎ๏ฐ๏ฐ๏ฑ๏๏ฒ๏ฒ๏๏จ๏ฅ๏ฅ๏ด๏ณ๏บ๏ ๏ ๏ ๏ฏ๏ฆ๏ฒ๏๏ฒ๏ฉ๏ฎ๏ด๏ ๏๏ก๏ญ๏ฅ๏บ๏๏ฉ๏ง๏ฎ๏ฅ๏ค๏บ๏ ๏๏ฉ๏ฃ๏ฅ๏ฎ๏ณ๏ฅ๏ ๏๏ต๏ญ๏ข๏ฅ๏ฒ๏บ๏๏ฉ๏ฃ๏ซ๏ ๏๏ก๏ฎ๏ณ๏ฏ๏ฎ๏ฑ๏ญ๏ฑ๏ญ๏ฒ๏ณ ๏ด๏ถ๏ถ๏ถ๏ต๏๏ก๏ด๏ฅ๏บ๏๏ ๏จ๏ฅ๏ฒ๏ฅ๏ข๏น๏ ๏ฃ๏ฅ๏ฒ๏ด๏ฉ๏ฆ๏น๏ ๏ด๏จ๏ก๏ด๏ ๏ด๏จ๏ฉ๏ณ๏ ๏ฐ๏ฌ๏ก๏ฎ๏ฌ๏ ๏ณ๏ฐ๏ฅ๏ฃ๏ฉ๏ฆ๏ฉ๏ฃ๏ก๏ด๏ฉ๏ฏ๏ฎ๏ ๏ฏ๏ฒ๏ ๏ฒ๏ฅ๏ฐ๏ฏ๏ฒ๏ด๏ท๏ก๏ณ๏ ๏ฐ๏ฒ๏ฅ๏ฐ๏ก๏ฒ๏ฅ๏ค๏ ๏ข๏น๏ ๏ญ๏ฅ๏ ๏ฏ๏ฒ๏ ๏ต๏ฎ๏ค๏ฅ๏ฒ๏ ๏ญ๏น๏ ๏ค๏ฉ๏ฒ๏ฅ๏ฃ๏ด๏ ๏ณ๏ต๏ฐ๏ฅ๏ฒ๏ถ๏ฉ๏ณ๏ฉ๏ฏ๏ฎ๏ก๏ฎ๏ค๏ ๏ด๏จ๏ก๏ด๏ ๏๏ ๏ก๏ญ๏ ๏ก๏ ๏ค๏ต๏ฌ๏น๏ ๏๏ฉ๏ฃ๏ฅ๏ฎ๏ณ๏ฅ๏ค๏ ๏๏ฒ๏ฏ๏ฆ๏ฅ๏ณ๏ณ๏ฉ๏ฏ๏ฎ๏ก๏ฌ๏ ๏ ๏ฎ๏ง๏ฉ๏ฎ๏ฅ๏ฅ๏ฒ๏ต๏ฎ๏ค๏ฅ๏ฒ๏ ๏ด๏จ๏ฅ๏ ๏ฌ๏ก๏ท๏ณ๏ ๏ฏ๏ฆ๏ ๏ด๏จ๏ฅ๏ ๏๏ด๏ก๏ด๏ฅ๏ ๏ฏ๏ฆ๏ ๏๏ฉ๏ฎ๏ฎ๏ฅ๏ณ๏ฏ๏ด๏ก๏ฎ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ฑ๏๏ฒ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏๏๏ต๏๏ฒ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ถ๏๏ฒ๏๏๏๏๏๏ ๏๏๏๏๏ท๏๏ฒ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ฒ๏๏ฒ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ณ๏๏ฒ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ด๏๏ฒ๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏บ๏๏ฉ๏ด๏น๏บ๏๏ด๏ก๏ด๏ฅ๏บ๏๏ฉ๏ฐ๏บ๏๏๏ณ๏ด๏ฐ๏ท๏ ๏๏ฉ๏ฌ๏ญ๏ฅ๏ฒ๏ ๏๏ก๏ฎ๏ฅ๏ ๏๏ฏ๏ฒ๏ด๏จ๏๏ต๏ฉ๏ด๏ฅ๏ ๏ด๏๏ฌ๏น๏ญ๏ฏ๏ต๏ด๏จ๏ฌ๏ ๏๏๏ ๏ต๏ต๏ด๏ด๏ฑ๏๏ฅ๏ฌ๏ ๏ถ๏ฑ๏ฒ๏ญ๏ท๏ฐ๏ธ๏ญ๏ณ๏ต๏ท๏ฒ๏ท๏ท๏ท๏ฎ๏จ๏ก๏ฎ๏ณ๏ฏ๏ฎ๏ง๏ฒ๏ฏ๏ต๏ฐ๏ญ๏ฎ๏ฎ๏ฃ๏ฏ๏ญ๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏ฑ๏ถ๏ข๏ ๏๏๏๏๏ ๏๏๏๏ ๏ธ๏ถ๏ข๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ถ๏ข๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏๏๏ถ๏ข๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏ฃ๏ด๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏ณ๏ถ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏๏ ๏๏๏ ๏๏ ๏ฒ๏ด๏ข๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏ ๏ต๏ฏ๏๏ฑ๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ฑ๏ฒ๏ข๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏ ๏ฒ๏ฏ๏๏ฑ๏ ๏๏๏ ๏ณ๏ฏ๏๏ฑ๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏๏ฑ๏ถ๏ข๏ ๏๏๏๏๏ ๏๏๏๏ธ๏ ๏ด๏ข๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ถ๏ข๏ณ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏ ๏ด๏ฏ๏๏ฑ๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏๏ถ๏ข๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ญ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ท๏ฏ๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ญ๏๏ ๏๏๏๏๏๏ฑ๏ฑ๏ฒ๏ข๏๏๏ ๏๏๏๏๏๏๏๏๏ฃ๏ด๏ ๏๏๏๏ ๏๏๏ ๏๏ณ๏ถ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏๏ ๏๏๏ ๏๏ ๏ฒ๏ด๏ข๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏จ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ฉ๏ถ๏ข๏ฑ๏ฒ๏ข๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏ท๏ฏ๏ ๏๏๏๏ ๏ฆ๏ ๏ฑ๏ธ๏ข๏ ๏๏๏๏๏๏ธ๏ ๏ฒ๏ข๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏ ๏ ๏ ๏ฒ๏ฏ๏๏ฒ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏จ๏ท๏ข๏ ๏ ๏๏๏ ๏๏ ๏๏๏๏ฉ๏ญ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ฌ๏ ๏๏๏๏ ๏ฌ๏๏๏๏ ๏ฌ๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ฒ๏ธ๏ถ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏ ๏ ๏ ๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏ท๏ฏ๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏ต๏ฏ๏๏ฑ๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ฏ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ช๏ช๏ช๏ช๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏จ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏ฉ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ฑ๏ถ๏ข๏ฑ๏น๏ฎ๏ฒ๏ข๏๏จ๏ด๏ฉ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ข๏๏ ๏ธ๏ ๏ณ๏ข๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏จ๏ณ๏ฐ๏ ๏๏๏๏ฏ๏๏๏ฉ๏๏๏๏๏๏ ๏๏๏๏๏จ๏ด๏ต๏ ๏๏๏๏ฏ๏๏๏ฉ๏๏๏๏๏จ๏ถ๏ฐ๏ ๏๏๏๏ฏ๏๏๏ฉ๏ฒ๏ด๏ข๏ฑ๏ถ๏ข๏ฑ๏น๏ฎ๏ฒ๏ข๏ฒ๏ด๏ข๏ฑ๏ถ๏ข๏ฑ๏น๏ฎ๏ฒ๏ข๏ฒ๏ด๏ข๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏จ๏ด๏ฉ๏ ๏ฐ๏ฎ๏ฑ๏ด๏ธ๏ข๏๏ ๏ธ๏ ๏ณ๏ข๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏จ๏ฒ๏ฉ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ข๏๏ ๏ธ๏ ๏ณ๏ข๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏ฆ๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏บ๏ ๏๏๏๏๏๏๏๏ ๏๏ณ๏ต๏ฏ๏๏๏๏ ๏๏๏๏ฑ๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏จ๏ฒ๏ฉ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ข๏๏ ๏ธ๏ ๏ณ๏ข๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏ฆ๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏บ๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ช๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏๏๏ช๏ช๏๏๏ ๏จ๏ฒ๏ฉ๏ ๏๏๏๏๏๏๏๏ ๏๏ณ๏ต๏ณ๏ช๏ช๏ช๏ฏ๏จ๏ฒ๏ฉ๏ ๏๏๏๏ ๏๏๏๏ฑ๏ณ๏ช๏ช๏ช๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏ฑ๏ฒ๏ข๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ญ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ช๏๏๏๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏ด๏ฐ๏ด๏ฎ๏ฑ๏ฎ๏จ๏ฑ๏ฉ๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏จ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏ฉ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏จ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏ฉ๏ท๏ง๏ญ๏ถ๏ข๏ท๏ง๏ญ๏ฐ๏ข๏ธ๏ง๏ญ๏ถ๏ข๏ธ๏ง๏ญ๏ฐ๏ข๏ท๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏น๏ง๏ญ๏ถ๏ข๏น๏ง๏ญ๏ฐ๏ข๏ธ๏ง๏ญ๏ฐ๏ข๏ท๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏ท๏ฒ๏ข๏ช๏ ๏ฑ๏ฒ๏ข๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏ท๏ฏ๏ ๏ถ๏ข๏ ๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏จ๏ณ๏ฐ๏ ๏๏๏๏ฏ๏๏๏ฉ๏๏๏๏๏๏ ๏๏๏๏๏จ๏ด๏ต๏ ๏๏๏๏ฏ๏๏๏ฉ๏๏๏๏๏จ๏ถ๏ฐ๏ ๏๏๏๏ฏ๏๏๏ฉ๏ถ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ด๏ธ๏ข๏ถ๏ฐ๏ข๏ท๏ฒ๏ข๏ด๏ธ๏ข๏ถ๏ฐ๏ข๏ท๏ฒ๏ข๏ณ๏ถ๏ข๏ด๏ธ๏ข๏ท๏ฒ๏ข๏ณ๏ถ๏ข๏ณ๏ถ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข ๏ท๏ฒ๏ข๏ด๏ธ๏ข๏ฒ๏ด๏ข๏ฒ๏ด๏ข๏๏๏๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ช๏ช๏๏๏๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏ด๏ฐ๏ด๏ฎ๏ฑ๏ฎ๏จ๏ฑ๏ฉ๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏จ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏ฉ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏จ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏ฉ๏ท๏ง๏ญ๏ถ๏ข๏ท๏ง๏ญ๏ฐ๏ข๏ธ๏ง๏ญ๏ถ๏ข๏ธ๏ง๏ญ๏ฐ๏ข๏ท๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏น๏ง๏ญ๏ถ๏ข๏น๏ง๏ญ๏ฐ๏ข๏ธ๏ง๏ญ๏ฐ๏ข๏ท๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏ด๏ธ๏ข๏ช๏ช๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏ฑ๏ฒ๏ข๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏ท๏ฏ๏ ๏ถ๏ข๏ ๏ ๏๏๏ ๏๏ฌ๏ ๏ฑ๏ฒ๏ข๏๏ ๏๏ ๏๏๏ญ๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏ท๏ฏ๏ ๏ด๏ข๏ ๏ ๏๏๏ ๏๏ฌ๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏จ๏ณ๏ฐ๏ ๏๏๏๏ฏ๏๏๏ฉ๏๏๏๏๏๏ ๏๏๏๏๏จ๏ด๏ต๏ ๏๏๏๏ฏ๏๏๏ฉ๏๏๏๏๏จ๏ถ๏ฐ๏ ๏๏๏๏ฏ๏๏๏ฉ๏ถ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏๏ถ๏ฐ๏ข๏ท๏ฒ๏ข๏ณ๏ฐ๏ข๏ณ๏ถ๏ข๏ท๏ฒ๏ข๏ฑ๏ธ๏ข๏ฒ๏ด๏ข๏ด๏ฒ๏ข๏ท๏ฒ๏ข๏ท๏ฒ๏ข๏ฒ๏ด๏ข๏ฑ๏ธ๏ข๏ฒ๏ฐ๏ข๏ฒ๏ด๏ข๏ฑ๏ธ๏ข๏ฒ๏ด๏ข๏ฒ๏ด๏ข๏ณ๏ฐ๏ข๏ด๏ฒ๏ข๏ฑ๏ถ๏ข๏ฑ๏ฒ๏ข๏ฑ๏ด๏ข๏ฑ๏ถ๏ข๏ฑ๏ฒ๏ข๏ฑ๏ถ๏ข๏ณ๏ถ๏ข๏ณ๏ถ๏ข๏๏ฏ๏๏๏ฏ๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏บ๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏๏๏ ๏ถ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏ ๏๏ ๏๏ ๏ ๏๏ฎ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ฎ๏ช๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ฎ๏ ๏ฑ๏ฑ๏ธ๏ข๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ท๏ฏ๏๏๏ ๏ต๏ข๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏ฎ๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ฌ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏ฒ๏ธ๏ด๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏๏๏๏ ๏ฎ๏ช๏ช๏ ๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏ฎ๏ช๏ช๏ช๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏ณ๏ข๏ ๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏จ๏ฒ๏ฉ๏ ๏๏๏๏๏๏๏๏ ๏๏ณ๏ต๏ณ๏ฏ๏จ๏ฒ๏ฉ๏ ๏๏๏๏ ๏๏๏๏ฑ๏ณ๏ฎ๏ช๏ช๏ช๏ช๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏ ๏๏๏ ๏๏ฌ๏ ๏๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ฎ๏ฒ๏ธ๏ธ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏ ๏ท๏ฏ๏๏๏๏๏๏๏๏ ๏๏๏ ๏ฑ๏ฑ๏ฒ๏ข๏ ๏๏๏ ๏๏๏๏๏๏จ๏๏๏๏๏๏๏๏๏ ๏ฒ๏ณ๏ด๏ข๏ ๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ฉ๏ ๏ญ๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ฏ๏๏๏๏๏๏๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ ๏๏ ๏ธ๏ ๏ณ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ถ๏ข๏ ๏๏ฎ๏๏ฎ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏ ๏ ๏ฑ๏ฏ๏๏ฒ๏ฒ๏ ๏ธ๏ ๏ถ๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ฌ๏ ๏๏๏๏๏๏๏ ๏ ๏ฒ๏ ๏ธ๏ ๏ด๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏ฌ๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏ ๏๏๏ท๏ฏ๏ ๏จ๏ฑ๏ฒ๏ฉ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ข๏๏ธ๏ณ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ฎ๏ ๏จ๏๏๏๏ ๏ฒ๏๏๏๏๏ ๏๏ฉ๏ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏ฆ๏๏ ๏ ๏๏๏ ๏๏๏๏๏ ๏๏ฌ๏ ๏๏ญ๏๏๏๏๏๏ฌ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏ท๏ฏ๏ ๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏ ๏ ๏ฒ๏ฏ๏๏ฒ๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏บ๏ฑ๏ฎ ๏๏๏๏๏ ๏๏ ๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏ ๏ณ๏ด๏ข๏ ๏๏๏๏๏๏๏๏ฏ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏ท๏ฏ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ข๏๏ ๏ธ๏ณ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ถ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ฆ๏ ๏๏ ๏ฑ๏ฒ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏ฎ๏ฒ๏ฎ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ฎ๏ณ๏ฎ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏ญ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ญ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏ฑ๏ฌ๏ต๏ฐ๏ฐ๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ฎ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏ฎ๏ด๏ฎ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏ฒ๏ธ๏ด๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏ฎ๏ต๏ฎ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ด๏ข๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏ฌ๏ ๏๏๏๏๏๏๏๏๏ ๏ณ๏ข๏ ๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏ฎ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ฏ๏๏๏๏๏๏ ๏๏ท๏ฏ๏ ๏จ๏ฑ๏ฒ๏ฉ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ข๏๏ธ๏ณ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ฏ๏๏ ๏๏๏๏๏๏๏๏๏ ๏จ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ฉ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ ๏๏ ๏ธ๏ ๏ณ๏ข๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏ถ๏ข๏ ๏๏ฎ๏๏ฎ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏ท๏ฏ๏ ๏๏๏๏ ๏๏๏ ๏จ๏ฑ๏ฒ๏ฉ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ ๏๏ ๏ธ๏ณ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏ ๏ ๏ฑ๏ฏ๏๏ฒ๏ฒ๏ ๏ธ๏ ๏ถ๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ฌ๏ ๏๏๏๏๏๏๏ ๏ ๏ฒ๏ ๏ธ๏ ๏ด๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏ฌ๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ท๏ฏ๏ ๏จ๏ฒ๏ฉ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ ๏๏ ๏ธ๏ ๏ณ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏ณ๏ฏ๏ด๏ข๏ ๏๏๏๏๏๏๏๏ฏ๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ท๏ฏ๏ ๏จ๏ถ๏ฉ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ ๏๏ ๏ธ๏ ๏ณ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏๏๏๏๏ ๏ฑ๏ฏ๏ฒ๏ข๏ ๏๏๏๏๏๏๏๏ฏ๏๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏ท๏ฏ๏จ๏ด๏ฉ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ ๏๏ ๏ธ๏ ๏ณ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏ฒ๏ ๏ธ๏ ๏ด๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ฎ๏๏๏๏๏๏๏๏ ๏ท๏ฏ๏ ๏จ๏ฒ๏ฉ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ ๏๏ ๏ธ๏ ๏ณ๏ข๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏บ๏ฑ๏ฎ ๏๏๏๏๏ ๏๏ ๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏ ๏ณ๏ด๏ข๏ ๏๏๏๏๏๏๏๏ฏ๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏ท๏ฏ๏ ๏ฐ๏ฎ๏ฑ๏ณ๏ฑ๏ข๏๏ ๏ธ๏ ๏ณ๏ข๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏ถ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ฆ๏ ๏๏ ๏ฑ๏ฒ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏ฎ๏ฒ๏ฎ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ฎ๏ณ๏ฎ ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏ ๏ญ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏ญ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏ฑ๏ฌ๏ต๏ฐ๏ฐ๏ ๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ฎ๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏ฎ๏ด๏ฎ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ฎ๏ ๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏ฒ๏ธ๏ด๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏ฎ๏ต๏ฎ ๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏ด๏ข๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏ฌ๏ ๏๏๏๏๏๏๏๏๏ ๏ณ๏ข๏ ๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏ฎ๏๏ ๏ ๏ ๏ฒ๏ฏ๏๏ฒ๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ฑ๏ฐ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ณ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏ฑ๏ง๏ญ๏ถ๏ข๏ ๏๏๏๏ณ๏ง๏ญ๏ฐ๏ข๏ ๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏ฑ๏ฑ๏ฒ๏ข๏ ๏๏๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ฃ๏ด๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ฑ๏ฒ๏ข๏ ๏๏ฎ๏๏ฎ๏ ๏๏ ๏๏๏ ๏๏ ๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏๏ ๏ ๏จ๏๏ ๏๏ ๏๏ ๏๏๏ต๏ฏ๏๏ฑ๏ ๏๏๏๏ ๏๏๏๏๏ฎ๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏ท๏ฏ๏ ๏ธ๏ข๏๏ฎ๏๏ฎ๏๏ฎ๏ ๏๏๏๏๏๏ฉ๏ถ๏ข๏ ๏๏๏๏ ๏๏ฎ๏๏ฎ๏๏ฎ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏ฃ๏ด๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏จ๏ฑ๏ฉ๏ฃ๏ด๏ ๏ธ๏ฒ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ ๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏ ๏๏๏ ๏จ๏ต๏ข๏๏๏๏ ๏ ๏๏๏ ๏๏ฉ๏ฑ๏ฒ๏ข๏ ๏๏๏๏ ๏ ๏ธ๏ ๏ธ๏ข๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏จ๏ฑ๏ฉ๏ ๏ฃ๏ด๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏จ๏ฒ๏ฉ๏ ๏ฃ๏ด๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏ฆ๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏ ๏๏๏ ๏ฒ๏ด๏ข๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏จ๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ฉ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏ ๏จ๏ฒ๏ฉ๏ ๏ฃ๏ด๏ ๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏ท๏ฏ๏๏๏ ๏ฑ๏ฒ๏ข๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏ ๏ ๏๏๏ธ๏ข๏ ๏๏๏๏ ๏๏ฎ๏๏ฎ๏๏ฎ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏๏๏๏๏ญ๏๏๏ญ๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏ ๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏ต๏ฏ๏๏ฑ๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏ ๏ ๏ณ๏ฏ๏๏ฑ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏จ๏๏๏๏๏ฉ๏๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏ฏ๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ต๏ง๏ญ๏ฐ๏ข๏ ๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏จ๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏๏ ๏๏ ๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏ฑ๏ต๏ฐ๏ฐ๏ ๏๏๏๏ฉ๏๏๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏ท๏ฏ๏๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏ ๏ ๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏ ๏๏ ๏๏ ๏๏๏๏ ๏ ๏๏ ๏๏๏๏๏ถ๏ข๏๏๏๏ฎ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏จ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏ ๏๏ ๏ฑ๏ฐ๏ง๏ญ๏ฐ๏ข๏ฉ๏๏ ๏ ๏ ๏ต๏ฏ๏๏ฑ๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏ฆ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ฎ๏ ๏ถ๏ข๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏ ๏จ๏ด๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏๏๏๏๏ฉ๏๏๏๏๏๏๏๏๏ ๏ฆ๏๏๏๏ ๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏ ๏๏๏๏ ๏๏๏ช๏ ๏๏ ๏ ๏ ๏ฑ๏ฏ๏๏ฒ๏ ๏๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏ ๏๏๏๏๏๏ฑ๏ฑ๏ฒ๏ข๏ ๏๏๏ ๏๏๏๏๏๏๏๏ ๏๏๏ ๏ท๏ฏ๏ ๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ฑ๏ฐ๏ง๏ญ๏ฐ๏ข๏ ๏๏๏๏ฎ๏๏๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏๏ ๏๏๏๏ ๏๏ง๏๏ ๏๏๏ ๏๏๏๏๏๏๏ ๏ ๏๏๏๏ ๏๏๏ ๏๏๏๏๏๏ ๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏จ๏๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏ถ๏ข๏ ๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏ ๏ ๏๏๏๏๏๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ฆ๏ ๏๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏ ๏ ๏๏๏ ๏๏๏๏๏๏๏๏๏ ๏๏๏๏๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏๏ ๏๏๏๏๏ฉ๏ช๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏ ๏๏๏ ๏๏ ๏๏๏๏๏ช๏ ๏๏ ๏ ๏ ๏๏ ๏๏๏๏ ๏๏๏๏๏ ๏ ๏ถ๏ฏ๏๏ฑ๏๏๏๏ ๏๏ ๏๏๏๏๏๏๏ ๏๏ ๏๏๏๏ช๏ ๏๏ ๏ ๏ ๏ฒ๏ฏ๏๏ฒ๏ ๏๏๏๏ 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"1%#6+06'4+14572214655+/251056*&*1.&190#0%*14(#56'0'&61&17$.'567&5 4'('4615(142156Ä+056#..'&*1.&190126+10 ย#0%*14$1.65 /+0'/$'&6;2+%#.Z567&5"1%2418+&'&17$.'567&5#6'0&1(5*'#49#..*'#&'4 $'#4+0)-+0)567&5#65+&'51(12'0+0)5$;5722.+'45KPENCKT'*/QFGN#NN'NGXCVKQPU/KPPGUQVC%QPUVTWEVKQP#RTKNÄÄ0KEM*CPUQP 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 576 576 .19 .19 .81 .81 10.8 3.7 66000 280 415 415 3598 540 540 -125 170 85 18136 Hinckley Avenue Date Certificate Posted X Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X Not applicable, all ducts located in conditioned space 8 X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct 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 13ACXN-030 Fuel Type Manufacturer Lennox AOSmith Lennox Model ML193UH070XE36B 13 Location of duct or system: Rating or Size 50 Output in Tons:3 Efficiency SEER /EER Residential Load Calculation Heating Loss Heating Gain Cooling Load 53,282 22,268 27,140 MECHANICAL VENTILATION SYSTEM Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms:170 MN License Number Lennar BC001413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateNew Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.2/9/2023 Mailing Address of the Dwelling or Dwelling Unit City Lakeville18136 Hinckley Avenue 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: 85 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. โThe 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.โ (NPDES Construction Stormwater Permit, MPCA) โThe 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.โ (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 2/17/23 X PM