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HomeMy WebLinkAboutLA222137-20437 Galveston Pl-Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND 1st FLR. 2nd FLR. T.O. PLATE 8'-1 1/8"T/ FND. 6:12 PITCH 6:12 PITCH T/HOUSE PL. 2nd FLR. T/ PL.8'-1 1/8"9'-1 1/8"T/GAR. PL.8'-5 7/8"1st FLR. T/ FND. 8 12 8 12 6:12 PITCH 6:12 WINDOW GRIDS AS SHOWN, TYP. RIPPED SEE COLUMN DETAIL, THIS SHEET ADDRESS LOCATION INNER JAMB HORIZ. SIDING, TYP. TYP. TYP. FLASHING, TYP.2'-6"2'-0"VINYL SHAKE SIDING SEE GABLE TRIM DETAIL, THIS SHEET 4'-6" 3'-6" 2'-6" TYP. TYP. VINYL SHAKE SIDING BRACKET- 'FYPON' BKT19x24x43'-11"T/ STONE INSET STEP 18" O.H.18" O.H.18" O.H. 18" O.H.18" O.H. 36" O.H. INNER JAMB STONE VENEER 5:12 PITCH 9'-1 1/8"1st FLR T/FDTN T/PL 2nd FLR T/PL 9'-1 1/8"8'-1 1/8"1'-0" O.H. 6 12 (TYP.) HORIZ. SIDING 8'-5 7/8"1st FLR T/ GAR. PL. (TYP.) 8:12 PITCH 3'-0" CRICKET 4:12 5 12 6:128:126:126:128:12 8:12 8:12 ROOF VENTS 6:12 1'-0"O.H.,TYP.1'-0" O.H. TYP.3'-0"O.H.18" O.H.18" O.H. 18" O.H.18" O.H. 4:12 5:125:12BUILT-UP ROOF CRICKET, EXTEND 18" PAST HOUSE 1'-6"O.H.ROOF VENTS BY ROOFING CONTRACTOR 6' TYPICAL ICE & WATER SHIELD FOR EXTERIOR WALLS & 3' FOR ROOF VALLEYS 12" RAKES AT SIDE ELEV.'S, 12" O.H. AT FRONT & REAR - TYP.8'-6 1/8"(FIELD VERIFY HEIGHT)3'-3"5'-3 1/8"T/PORCH SLAB 2" O.H. 2'-0" 20"x20" PIER EDGE OF STOOP (BEYOND) FACE APPLIED STONE VENEER 1'-8" 1'-5" 11" 6" TRIM 4" TRIM TAPERED BOX COLUMN 4" TRIM 2'-0" 1'-8" SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. SIDING STYLES ARE PER PLAN. REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT AND PORCH CEILING MATERIALS. ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECIFICATIONS. TRIM SIZED PER PLAN. PER PLAN AND COMMUNITY SPECIFICATIONS ONLY: WRAP ALL WINDOWS AT SIDES & REAR OF HOME W/ 4" TRIM. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL ON A4 FOR INSTRUCTIONS ON WRAPPING THE WINDOWS. ADDRESS NUMBERS TO BE 4" HIGH MIN. & CONTRAST TO BACKGROUND. 7'-6" 6'-0" STOOP 6 12 8:12 PITCH 6 12 HORIZ. SIDING (TYP.) 1st FLR T/FDTN T/PL 2nd FLR T/PL 9'-1 1/8"8'-1 1/8"(TYP.) SEE COLUMN DETAIL (TYP.) 8:12 PITCH BRACKET - 'FYPON' BKT19x24x4 6:12 PITCH HORIZ. SIDING COMPOSITION ROOF, TYP. (TYP.) 5:12 PITCH BUILT-UP ROOF CRICKET TO EXTEND 18" PAST HOUSE WALL. FLASH W/ ALUM. 1st FLR T/FDTN T/PL 2nd FLR T/PL 9'-1 1/8"8'-1 1/8"1st FLR T/PL 2nd FLR T/PL T/ FND.9'-1 1/8"8'-1 1/8"3'-6"T/FTG. T/BASEMENT SLAB 4'-10"T/PL T/SLAB AND REAR FND. WALL 1st FLR T/PL 2nd FLR T/PL T/FTG. T/ FND.9'-1 1/8"8'-1 1/8"4'-0"3'-6"T/SLAB T/FND.7'-7 1/4"4'-6"T/PL 1st FLR T/PL 2nd FLR T/PL T/ FND.9'-1 1/8"8'-1 1/8"3'-6"T/FTG. T/BASEMENT SLAB 4'-6"T/PL 1 x 6 1 x 4 1 x 8 1 x 10 CORNERS, GABLE RAKE, WINDOW APPLICATIONS GARAGE INNER JAMBS, WINDOW SILLS, GABLE RAKE, FASCIA DOOR KICK PLATE KEYNOTE SYMBOL MATERIAL ON TRIM KEY LOCATION OF MATERIAL 1 2 3 4 EXTERIOR TRIM KEY FRIEZE, RETURNS 1 x 125 FRIEZE, RETURNS RAKE OVERHANG 6" RAKE OVERHANG 1'-0"VARIES,SEE ELEV.'FYPON' #DTLB6X4X6, TYP. 2x6 FURRING WALL LINE VARIES,SEE ELEV.VARIES, SEE ELEV. 2" LAP SIDING INSERT 3 1/2" TRIM 2" LAP SIDING INSERT TRADITIONS SERIES EN12 B3 - BRISTOL FOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTES SECTIONS ELECTRICAL PLANS A6 MAIN AND SECOND FLOOR PLANS A2 A3 A5 A1 DETAILS A4 F1 FIREPLACE DETAILS L1 LOWER LEVEL FINISH PLANS A7 MORNING ROOM OPTION GENERAL NOTES AND DETAILSS-0 BASEMENT FOUNDATION PLANS-3 2ND FLOOR FRAMING PLANSS-4 BRACED WALL & MISC. DETAILSSD-1 BRACED WALL DETAILSSD-2 FOUNDATION GUIDES1-S2 ROOF FRAMING PLANS-5 SCALE:A1 1 FRONT ELEVATION 1/4" = 1'- 0"SCALE:A1 2 ROOF PLAN 1/8" = 1'- 0" SCALE:A1 1A GABLE TRIM DETAIL 1/2" = 1'- 0" SCALE:A1 3 SIDE ELEVATION 1/8" = 1'- 0"SCALE:A1 4 SIDE ELEVATION 1/8" = 1'- 0" SCALE:A1 6 COLUMN DETAIL 1/2" = 1'- 0"SCALE:A1 5 REAR ELEVATION-FULL FOUND. 1/8" = 1'- 0"SCALE:A1 5A REAR ELEVATION-GARDEN FOUND. 1/8" = 1'- 0"SCALE:A1 5B REAR ELEVATION-LOOKOUT 1/8" = 1'- 0"SCALE:A1 5C REAR ELEVATION-WALKOUT 1/8" = 1'- 0" GARAGE MAIN FLOOR 671 SF 1,107 SF SECOND FLOOR 1,078 SF TOTAL 2,185 SF MORNING ROOM OPTION 170 SF FIN. LOWER LEVEL OPTION 722 SF BASEMENT UNFINISHED 1,107 SF FIN. REC. RM. OPTION 428 SF GARAGE HARDWARE PER COMMUNITY SPECS 20437 Galveston Place Cedar Hills-3rd AdditionVinyl Siding on Front Elevation.HORIZONTAL LAP SIDING Vinyl Siding on Side and Rear Elevation. HORIZONTAL LAP SIDING FACE APPLIED STONE VENEER SHAKE SIDING FACE APPLIED STONE VENEER Secure door closed until deck is constructed with a separate permit. Concept Approval ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 03/01/2024jnuetzman FPHB6"20'-6"6" 21'-6"26'-0 1/2" 9'-6 1/2"5 1/2"15'-4 1/2"38'-9"2'-11"8"4'-6"8"32'-11"2'-11"5'-10"15'-4 1/2"8" 49'-6 1/2" 3'-8"8" 4'-4" 5 1/2"13'-9"6" 30'-9"12'-8"3'-2"9'-7"45'-0"10'-0"20'-0"15'-0"1'-11 1/4"16'-1 1/2"1'-11 1/4"6'-6 1/2"2'-8"4'-9 1/2"3'-1"3 1/2"3'-1"3 1/2"3'-11"12'-9"2'-0" 4'-2 1/2"DROP FDTN 8" @GARAGE DOORSLOPE SLAB 4" TO GARAGE DOOR.20" W. X 8" D.CONTINUOUS CONC. FTG.,AT PERIMETER (5,000 PSITYP.)4" CONC. SLAB OVER6 MIL. VAPOR BARRIEROVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.)BASEMENT SLABWD. FRAMINGAT HATCHEDAREASSUMP DISCHARGESHADED WALLS INDICATE 2x6 @ 16"O.C. BEARING WALL ON 8" DEEP x 17"WIDE THICKEDED SLAB.SUB-SLAB VENTLOCATIONFIELD-VERIFY SUMPLOCATION3'-7 1/2"2x FURRING TURNEDFLATWISE, ABOVELANDING ONLYABOVE POINT LOAD FROMABV.(2) 2x48"8"6"6"6'-1 1/2"LEAVE 12" GAPBETWEEN FOOTINGSFOR PLUMBINGHATCHED AREA DEFINES80 S.F. UNPROTECTEDFLOOR AREA6"4"8'-1 1/2"DROP FDTN 8" @GARAGE DOOR6'-0"UP (15) EQ. RISERS W/ 10" TREADS STEP FTG.2838CSMT. WDW.DROP PIT 8"PIT DRAINEGRESS PITLADDEREGRESS1 1/2" OVERHANG OF FLOOR ABOVEINSTALL 2" R-10 RIGID INSULATION AROUNDPERIMETER OF HOUSE FOUNDATION, TYP.R-10 RIGID INSULATIONPOUR GARAGE SLABFLUSH4" LEDGE AT GARAGE COMMON WALL2" LEDGE AT GARAGE WALL-TYPICAL1 1/2"1 1/2"1 1/2"1 1/2"6"4"10"1 1/2"6"9"1'-1 1/2"2"8"1 1/2" 5'-3 1/2"HOLD T/ WALL DN. 12", TYP.4" CONC. PORCH SLAB ABV.23'-6" 6"6"2"OPTIONALWET BARROUGH-IN6'-5"14'-6 3/8"(2) 1 3/4" x 11 7/8"LSLPOINT LOADFROM ABV.(2) 2x10 HDR(2) 2x4(2) 2x6(2) 2x6(3) 2x6(2) 1 3/4" x 11 7/8" LSL DROPPEDCONTINUOUS11 12"x11 78" 1.5E TIMBERLAND LSL JOISTS @ 19.2" O.C. MAX. CANTILEVERED ABOVE 11 12"x11 78" 1.5E TIMBERLAND LSL JOISTS @ 19.2" O.C. MAX. CANTILEVERED 7'-7 3/4"3'-3 1/2" 2'-0" ABOVE 11 12"x11 78" 1.5E TIMBERLAND LSL JOISTS @ 19.2" O.C. MAX. CANTILEVERED ABOVE 11 12"x11 78" 1.5E TIMBERLAND LSL JOISTS @ 19.2" O.C. MAX. CANTILEVEREDJOISTABOVE 11 12"x11 78" 1.5E TIMBERLAND LSL JOISTS @ 19.2" O.C. MAX. CANTILEVERED 10'-3 1/4"16'-3 1/4"17'-5 3/4"3'-4 1/2"3'-4 1/2"14'-6 1/4"BASE (3500 P.S.I.)GARAGE SLAB4" CONC. SLABTHICKNESS ANDNOTE:BASEMENT WALLREINFORCING PERIRC SEC. R404W.H.TANKLESS4'-0"3'-0"2x4 WALLT/ FDN.EL.= 0'-0"T/ FDN.EL.= MINUS 3'-10"(MINUS 4'-6" AT9' BSMT. OPT.)T/ FDN.4636 SLIDER4636 SLIDER7'-7 1/2"24'-11 1/2"38'-9"6'-2"ADD R-5 "THERMAX" INSUL. TOENTIRE LENGTH OF SIDEWALLSEXTEND FULL HT.CONC. WALL TO REARCORNERT/ FDN.EL.= 0'-0"EXTEND FULL HT.CONC. WALL TO REARCORNEREL.= MINUS 3'-10"(MINUS 4'-6" AT9' BSMT. OPT.)8"1 1/2"8"1 1/2" 7 1/4"2x8 STUD KNEE WALL W/ STUDSSTEM FNDTN WALLAT 16" O.C. ON 3'-6" HIGHINSIDE FACE OF FOUNDATION WALLBELOW5 1/2"5 1/2"CORRUGATED STEEL EGRESS WELL 75"W.x12"H. x 36"19'-5 1/2"MINUS 4'-6" @ 9' FND.MINUS 3'-10" @ 8'-4" FND.5'-6"MINUS 5'-6" @ 9' FND.MINUS 4'-10 @ 8'-4" FND.2'-9"MINUS 4'-6" @ 9' FND.MINUS 3'-10" @ 8'-4" FND.5'-6"MINUS 5'-6" @ 9' FND.MINUS 4'-10 @ 8'-4" FND.4'-2 1/2"MINUS 4'-6" @ 9' FND.MINUS 3'-10" @ 8'-4" FND.(3) 2x10 HDR W/(1) JACK EA. END(3) 2x10 HDR W/(1) JACK EA. END1/2" ROCK, 8" DEEP20" x 8" CONC. FTG.W/ SILL SEALER(TR) 2x6 SILL PLATEGRADER-20 BATT INSUL.BOLT AT 72" O.C.1/2" DIA. x 10" ANCHOR8" W. POURED CONC.FOUNDATION WALL CONC. SLABPER PLANEXT. FIN. PER PLANDOUBLE TOP PLATEHEADER AT WIN.4 MIL POLY8"2"WRB PER PLAN FLR. SYSTEMVAPOR BARRIERR-10 RIGID INSUL.OR APPROV. STRAP42" MIN.WATERPROOFINGREQ'D. @ TOP OFFDN. WALLR-20 INSUL. @ RIMRIM BOARD6" MIN.1/2" EXT. SHEATHINGCONC. SLAB20" x 8" CONC. FOOTINGFOUNDATION WALLDOUBLE TOP PLATEPER PLANFLR. SYSTEM8" W. POURED CONC.1/2" DIA. x 10" ANCHORBOLT AT 72" O.C.R-20 BATT INSUL.2x8 (TR.) SILL PLATEW/ SILL SEALERGRADEOR APPROV. STRAP3'-6"R-20 SPRAY FOAM INSUL.RIM BOARDR-10 EXT. FDN. INSUL.R-5 RIGIDINSULATIONWATERPROOFINGTOP OF FDN. WALLCANT PLATE 1 1/2"SQUASH BLOCKS@ ALL POINT LOADS2x8 STUDS @ 16" O.C.SIDE WALLWALKOUTFDN. ONLY4" WEEPS EVERY 6'WATERPROOFING6" MIN.1/2" ROCK, 8" DEEPEXT. FIN. PER PLANWRB 1/2" EXT. SHEATHINGAT FOUNDATION4" D. x 8" H. LEDGEPER PLANSUBFLOORFLOOR SYSTEMRIM BOARDCONC. STOOP7 3/4" ENTRY DR. MAX. TO10"30 MIL PVC MEMBRANESEAL ALL SEAMS,CORNERS & EDGES W/35 MIL POLYETHYLENEBACKED SYNTHETICBUTYL RUBBERADHESIVE MEMBRANE1/2" SHEATHING(2") R-10 EXTERIORR-20 SPRAY FOAM INSUL.WATERPROOFINGREQ'D.@ TOP FDN.FOUNDATION INSULATION2x8 SILL PLATEW/ ANCHOR BOLTS1 1/2" CANT'D. ALIGN W/ FDN. WALLTHRESHOLD SUBFLOORFLOOR JSTS/TRUSSES20"x8" CONC. 2x6 TOP PLATECONC. SLABPER PLANPER PLAN16" O.C. (TYP)2x6 STUDS @2x6 TREATEDPLATESECURED W/POWDEREDACTUATEDFASTENERS@ 24" O.C.1"4"x1/2" TRT'D.PLYWOOD,HOLD UP 1"FROM FTG.EACH SIDEBY ENGINEERFTG. U.N.O.GRADEWINDOW WELL WITH8" POURED CONCRETEEGRESS WINDOW PER PLANDRAIN FIELDBATT INS.(TR) 2x8 SUBFRAMESOCKED DRAINTILE CONNECTSTO INTERIORN.T.S.MIN. PER EGRESSNOTE:44" MAX. FROM T.O. SLABTO EGRESS WDW.LADDERPER PLAN HEADER PER PLAN42"4'-4"WATERPROOFINGPER PLANFLR. SYSTEMRIM BOARD (BY MFG.)EXT. FIN. PER PLANRIGID INSUL.R-10 EXT. FDN.1/2" EXT. SHEATHINGWATERPROOFING2x8 SILL PLATECANT. 1 1/2"2x8 STUDS4" WEEPSEVERY 6'1/2" ROCK FILLBELOW GRADE ON OUTSIDEWATERPROOFING ALL WALLSPERIMETER OF EGRESS WLLWRB4" CONC. SLABFLOOR SYSTEMGARAGE SLAB SLOPE: 4"20" x 8" CONC. FOOTINGPER PLAN20" x 8" CONC. FOOTING8"PER PLANWATERPROOFINGB.O. FTG.GRADE3'-6" MIN.VAPOR BARRIER8" GRANULAR FILL4" CONC. SLABTOP OF CURBTOP OF FDN.TREATED 2x SILLPLATE W/ SILL SEALERSHEATHINGEXT. MTR'L. PER PLANRIM BOARD (BY MFG.)5/8" GYP. SHEATHINGR-10 EXTERIOR FDN.INSULATION10"6"4"2" CERTI-STUD ATFOUNDATION LEDGER-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOP OFFOUNDATION WALL2x6 SILL PLATEW/ ANCHOR BOLT / STRAPNO CANT. AT GARAGESTD. RIM DETAILHOUSE BASELINE DIM.GAR. OUT TO OUT DIM.NOTE: NO R-5 INSUL.REQ'D. AT GAR./HOUSEINT. COMMON WALLS4" WEEPS EVERY 6'4"(PLATE SIZE PER PLAN)6"MIN.NOTE:FOUNDATION SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"FOUNDATION NOTES:·MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT TO BE 50'-0·PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR CONSTRUCTION ATBOTH TOP & BOTTOM OR BY ADEQUATE TEMPORARY BRACING·WALLS WITH EQUAL BACKFILL ON BOTH SIDES REQUIRE NO REINFORCING FOR WALL LENGTHS LESS THAN25'-0" LONG AND HORIZONTAL REINFORCING ONLY FOR WALLS LONGER THAN 25'-0"·EXTERIOR WATERPROOFING SHALL COMPLY W/ R406.2 PER 2020 MN RESIDENTIAL CODE, WATERPROOFINGSHALL EXTEND FROM TOP OF INSIDE EDGE, ACROSS TOP AND DOWN EXTERIOR FACE OF FOUNDATION WALLTO FOOTING·EXTERIOR FIBERBOARD INSULATION TO BE APPLIED OVER WATERPROOFING. ABOVE GRADE TO BE 2" THICKR-10 CERTISTUD OR EQUAL TO ALLOW FOR SIDING APPLICATION. BELOW GRADE TO BE R-10, 2 3/8" THICKFIBERBOARD (WATCHDOG OR EQUAL). SILL PLATE TO OVERHANG FOUNDATION BY 1 1/2" TO ALIGNFOUNDATION INSULATION WITH 1/2" SHEATHING ABOVE. A GROUND BREAKER PRODUCT WILL BE USED TOTRANSITION FINAL GRADE TO SIDING MATERIAL·2x8 STUD FRAMED WALLS AT LOOKOUT REAR/SIDE RETURNS AND WALKOUT SIDE RETURNS·ALL INTERIOR WALLS ARE 3 1/2", UNLESS NOTED OTHERWISE·ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVEL TO BEAR ONFOUNDATION, INSTALL BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS·ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD·DISTANCE FROM T.O. FOOTING TO T.O. FOUNDATION WALL TO BE 8'-4" FOR 8' BASEMENT·EXPOSED FLOOR SYSTEM ABOVE UNFINISHED AREAS TO MEET R501.3 FIRE PROTECTION REQUIREMENTS·FLOOR TRUSS FLOOR SYSTEM, SEE TRUSS LAYOUTS FOR SIZE & SPACING REQUIREMENTS20" x 8" CONC. FOOTINGPER PLANWATERPROOFINGVAPOR BARRIER4" GRANULAR FILL4" CONC. SLAB1/2" EXT. SHEATHINGR-10 EXT. FDN.INSUL. ABOVE GRADE8"2" CERTI STUDR-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOPFDN. WALL2X8 SILL PLATEW/ ANCH. BOLT1 1/2" CANT.HOUSE BASELINE DIM.NOTE: NO R-5 INSUL.REQ'D. AT FULL BSMT.2X6 STUDS @ 16" O.C.R-10 EXT. FDN.INSULATION / DRAIN BOARDBELOW GRADE2X4 TOP RIBBONXP BOARD4" WEEPS EVERY 6'FLR. TRUSS PER PLANSYSTEMFOUNDATION SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"FLR. TRUSS 20" x 8" CONC. FOOTINGPER PLANPER PLANWATERPROOFINGVAPOR BARRIER4" GRANULAR FILL4" CONC. SLAB2X4 RIBBON ATTACH TOP/BTM.1/2" EXT. SHEATHINGR-10 EXT. FDN.INSUL. ABOVE GRADE8"2" CERTI STUDR-20 SPRAY FOAMINSULATIONWATERPROOFINGREQ'D. AT TOPFDN. WALL2X8 SILL PLATEW/ ANCH. BOLT1 1/2" CANT.WITH .135"X3.5" BOX NAILSHOUSE BASELINE DIM.NOTE: NO R-5 INSUL.REQ'D. AT FULL BSMT.2X6 STUDS @ 16" O.C.R-10 EXT. FDN.INSULATION / DRAIN BOARDBELOW GRADEXP BOARD@ 6" O.C. THROUGHOUT4X2 GABLE FLOOR TRUSSSET IN 1 1/2", ALIGN W/ FDN. WALL(1) NAIL INTO EA. WEB4" WEEPS EVERY 6'SYSTEMFOUNDATION SHALL EXTENDABOVE THE FINISHED GRADEADJACENT TO THE FOUNDATIONAT ALL POINTS AT LEAST 6"2x10TREATEDBACK TO ALLOW HOLD FNDTN. WALLFOR 2x BLOCKING8"8"FPHBT/ FDN.EL.= 0'-0"T/ FDN.EL.= MINUS 4'-10"(MINUS 5'-6" AT9' BSMT. OPT.)T/ FDN.4636 SLIDER4636 SLIDER(3) 2x10 HDR W/(1) JACK EA. END7'-7 1/2"24'-11 1/2"38'-9"6'-2"(3) 2x10 HDR W/(1) JACK EA. ENDADD R-5 "THERMAX" INSUL. TOENTIRE LENGTH OF SIDEWALLSEXTEND FULL HT.CONC. WALL TO REARCORNERT/ FDN.EL.= 0'-0"EXTEND FULL HT.CONC. WALL TO REARCORNEREL.= MINUS 4'-10"(MINUS 5'-6" AT9' BSMT. OPT.)8"1 1/2"8"1 1/2" 7 1/4"2x8 STUD KNEE WALL W/ STUDSSTEM FNDTN WALLAT 16" O.C. ON 3'-6" HIGHINSIDE FACE OF FOUNDATION WALLBELOW5 1/2"5 1/2"FPHBT/ FDN.EL.=MINUS 8'-0"(MINUS 8'-8" AT 9'BSMT. OPT.)T/ FDN.EL.= 0'-0"T/ FDN.3'-8" FOOTING STEPEL.= MINUS 4'-6"(MINUS 5'-6" AT9' BSMT. OPT.)30 506068 SGDT/ FDN.T/ FDN.SEE CORNERDETAILT/ FDN.EL.= 0'-0" (FULLHEIGHT)14'-0" FOOTING STEP 10'-0"7'-7 1/2"13'-8"11'-3 1/2"38'-9"6'-2"(2) 2x10 HDR W/(1) JACK EA. END(2) 2x10 HDR W/(1) JACK EA. END(2) 2x10 HDR W/(1) JACK EA. ENDADD R-5 "THERMAX" INSUL. TOENTIRE LENGTH OF SIDEWALLSEL.=MINUS 8'-0"(MINUS 8'-8" AT 9'BSMT. OPT.)EL.= MINUS 4'-6"(MINUS 5'-6" AT9' BSMT. OPT.)8" 8"W/ STUDS AT 16" O.C.2x8 STUD KNEE WALL ON 4'-0" HIGHSTEM FNDTN WALLW/ STUDS AT 16"O.C.2x6 BEARING WALL LINE OF FOUNDATION WALL BELOW7 1/4"7 1/4"1 1/2"8"1 1/2"8"5 1/2"3'-8" FOOTING STEPSCALE:A22FULL FOUND./REAR WALL DTL.3/4" = 1'- 0"SCALE:A23FULL FOUND./SIDE WALL DTL.3/4" = 1'- 0"SCALE:A24EGRESS WELL DETAIL3/4" = 1'- 0"SCALE:A25LOOKOUT DETAIL3/4" = 1'- 0"SCALE:A26WALKOUT DETAIL3/4" = 1'- 0"SCALE:A27BEARING WALL3/4" = 1'- 0"SCALE:A28DETAIL AT STOOP3/4" = 1'- 0"SCALE:A29CORNER DETAIL @ FNDTN. WALL3/8" = 1'- 0"SCALE:A210NON-DROP'D GARAGE/COMMON WALL3/4" = 1'- 0"SCALE:A21CWALKOUT FOUNDATION1/4" = 1'- 0"SCALE:A21BLOOKOUT FOUNDATION1/4" = 1'- 0"SCALE:A21AGARDEN FOUNDATION1/4" = 1'- 0"SCALE:A21FOUNDATION PLAN1/4" = 1'- 0"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 6'-0"12'-8"PANTRYGARAGE(2) 3060 MULLEDLINE OF 2ND FLR ABOVELINE OF2ND FLRABOVE6068 SGD5'-8"BOX BEAMSTOOP8'-11 1/2"5'-0 1/2"MICRO DW10" O.H.10" O.H.2668 2068266826682868INSETSTEP39'-0"31'-0"12'-7 1/2"15'-10 1/2"15'-0"30'-0"20'-0"10'-0"2'-0"22'-8 1/2" 20'-11" 47'-8" 26'-2"45'-0"1'-0" 13'-4 1/2"5'-4" 3'-8"3'-1"5'-0 1/2"49'-8"3'-10 1/2"5'-0 1/2"13'-2"16'-0 1/2"5'-1 1/2"3'-4"2'-1"1'-10"2'-1 1/2"3'-6"3'-1"5 1/2"5'-4 3/4"5 1/2"7'-9"5 1/2"13'-8"11'-4"6'-3"5 1/2"1'-11 1/4"16'-1 1/2"1'-11 1/4"3 1/2"3 1/2"3 1/2"3 1/2"4 SHELVES(1) SH. & RD.(1) SH. & RD.PED LAVP.H. UP (16) EQ. R. W/ 10" T.W/ 10" T.2x4FALSEWALLNOTE:HVAC CHASE, NOJOISTS BELOWSEE COLUMNDETAIL ONSHEET A1DN (3) R.W/ 10" T.(2) 2x6JACKS(3) 2x10 HDR W/(2) JACKS EA. END(2) 2x4JACKS(2) 2x6 HDR(2) 2x4 JACKS(2) 2x4 JACKSJOISTPT.LOADABV.(2) 2x4 JACKS16' x 8' OVERHEAD DOORSTONE VENEERW/ 2'-0" RETURNAT CORNERSBREAKFASTKITCHENPOWDER3068 ENTRY DR. W/ 12"SIDELITE & 12"TRANSOM ABV.30 40FAMILY ROOMOPTIONAL DIRECT VENTFIREPLACE LOCATIONS(SEE SHEET F1 FOR F.P.DETAILS ANDSTRUCTURALMODIFICATIONS)3'-6"3 1/4"9'-4 1/2"2x6 WALLDROP CEILING12" IN PANTRY6'-0"(4) 2x4 JACKSNOTCH OUT TOP PLATES AND EXTEND JACK STUDSCOUNTINUOUS TO GIRDER ABV. INSTALL 16 GAGE,1 1/2" WIDE METAL TIE ACROSS NOTCH, EXTENDING 6" PASTOPENING EA. SIDE, MIN. FASTEN TIE W/ (8) 10D NAILS EA. SIDE.(2) 1 3/4" x 11 7/8" LSLCONTINUOUS HDR(FLUSH)5 1/2"(2) 2x6JACKS5'-1 1/2"4068 BI-PASS8' x 8' OVERHEAD DOOR9 1/2"8'-1 1/2"1'-1"6'-0"3 1/2"3 1/2" EQUAL6'-0"6'-0"EQUAL (3) 3050 MULLED15 R AT 8'-4"TRFLR BRK(3) 1 3/4" x 9 1/4" LSL HDRW/ (2) JACKS EA. END(3)KING EA. END(2) 2x10 HDR(2) 2x10 HDR(2) 2x10 HDR (2) 2x6 POCKETEXTEND ROOF TRUSS BOTTOM CHORDS TOPOCKET INTO WALL(2) 2x6 JACKS(3)2x8DROPPED(2)2x6 POCKETSIMPSONHHUS210-2(2) 2x10 HDR (2) 2x4JACKS(2)2x12(2) JACKS EA. END(2) 1 3/4" x 11 7/8" LSL CONT. HDR(2) 2x4 STHD14(2) 2x4 STHD14(2) 1 3/4" x 11 7/8" LSL(FLUSH)4x4 P.T. POST W/'SIMPSON' ABA44Z BASE &BCS2-2/4 OR BC40 CAP ORSTRUCTURAL COLUMN W/2000# CAPACITY(4) 2x4JACKSROOF GIRDER TRUSS ROOF GIRDER TRUSS(2) 2x8(2) 2x8@ 24" O.C. - TYPICALLOW ROOF TRUSSES ABOVE@ 24" O.C. - TYPICAL LOW ROOF TRUSSES ABOVE LOW ROOFTRUSSES @24" O.C.SEE A4 FOR FLOOR SYSTEMSEE A4 FOR FLOOR SYSTEMSEE A4 FOR FLOOR SYSTEMSEE A4 FOR FLOOR SYSTEMFLEX ROOM36" H. WALLW/ WOOD CAP11'-2 1/2"6'-3 1/2"5'-2 1/2"MUDROOM2x6 WALL 2'-8"DROP CLG12" IN CLST12" DROPPEDSOFFITOPTIONAL WALL W/ (2)2668 FRENCH GLASSDOORS12'-3 1/2"25'-9 1/2"GENERAL NOTES:·MAIN FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·T.O. MAIN FLOOR WINDOWS TO BE FRAMED AT 8'-0" (U.N.O.)·UPPER FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.)·UPPER FLOOR WINDOWS TO BE FRAMED AT 6'-11 3/8" (U.N.O.)·SEE DETAILS SHEET, DETAIL #'s 11 & 12 FOR TYPICAL WINDOW FRAMING·ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.O.)·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING AND BEARINGWALLS PER PLAN (U.N.O.) ALL INTERIOR WALLS TO BE FRAMED @ 16" O.C. MAINFLOOR BEARING WALLS SHALL BE FRAMED W/ STUDS ALIGNING WITH I-JOISTSABOVE. REFER TO I-JOIST LAYOUTS·WINDOW AND DOOR HEADERS TO BE (2) 2x10 (U.N.O.)·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHTPER PLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")· INDICATES A LOAD BEARING POINT, IF NOT SHOWN ON PLAN MINIMUM BEARINGOF (2) 2x4 IS REQUIRED AT END OF ALL HEADERS.· INDICATES NUMBER OF TRIM JACKS & KING STUDS AT WINDOW HEADERS,UNLESS A 2 STORY WALL SITUATION IS PRESENT·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THESPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATEELECTRIC OR GAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUNDMATERIALS·REFER TO SPECIFICATION INFORMATION FOR ALL KITCHEN & BATH CABINETFEATURES WHERE AVAILABLE PER CABINET SUPPLIER·ALL CLOSETS, PANTRYS, & LINENS TO RECEIVE WIRE SHELVING, (U.N.O.)·BLOCK SLIDING GLASS PATIO DR TO PREVENT OPENING LESS THAN 4" WHEN GRADETO FINISHED FLOOR HEIGHT IS GREATER THAN 30".·ALL WASHERS ON LEFT SIDE & ALL DRYERS ON RIGHT SIDE·WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE W/ R312.2·AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICALOUTLET IS CENTERED ON VANITY.(1) KING(2) TRIMPANTRY10" O.H.2068GOURMETKITCHENMICRO/OVENFLR BRKELEC. R.I. TO JUNCTIONBOX FOR FUTURE OUTLETINSIDE CABINETPMPMPMPM 7'-6 1/2"(2) 2x10 HDR 2468P.H.24" T.B.1'-9" 9'-3 1/2"OWNER'SBATH5 1/2"7'-1"5 1/2"2x6 WALL 2020 FIXED (SAFETY)TILED SHOWER BASE2'-7"24" T.B.SHOWER CONTROLS(2) 2x10 HDR W/ (1) JACK EA. END FRAMED GLASS SHOWERSURROUND FROM 42" A.F.F.TO 92" A.F.F. 4" AIR SPACEABOVE42" H. 2x4 TILED HALF-WALL,SLOPED CAP FORDRAINAGE2'-9"2'-11"2'-6 1/2"3'-9 1/2"1'-0 1/2" 3'-9" 1'-0 1/2"1" FILLERRAISED PLATFORM,SEE DETAIL2x6 WALL BULLNOSE TILE AT WINDOWAND FRAMED GLASSOPEININGSCORNER BENCHFRAMED @ 18" HIGH TILEDTOP AND FACE W/ SLOPEDTOPSHELF LEDGE2X6 WALL FRAMED 18" HIGH.TILED W/ SLOPED TOP2x4 PLUMBING WALL1'-9"FLR BRK30 30(SAFETY)33'-0" 10'-8"5'-0"2'-1"10'-11"14'-0 1/2"4'-4" 2'-1" 3'-8"3'-1"BEDROOM #42'-0"(2) 3050 MULLED20202020(2) 2x6 JACKS2 6 6 8 26685068 BI-PASS5068 BI-PASS4068 BI-PASS2468 2668 2668 16681668266826682468LIN.VAC.(3) SH.(4) SH. (1) SH. & RD.(1) SH. & RD.(1) SH. & RD.(1) SH. & RD.DN. (16) EQ. R. W/ 10" T.24" T.B.16'-2"5'-0" 30 5030 50 4'-0" 26'-8" 5 1/2" 9'-10 1/2"3'-3" 5 1/2"6'-3"OWNER'S SUITECLG. ACC. 22" x 30" 24" T.B.OWNER'S W.I.C.BEDROOM #3HALL BATHBEDROOM #239'-0"10'-9 1/2"10'-9"5'-11 1/2"9'-6 1/2"30 505 1/2"5 1/2"19'-6"5'-8"30 50 5 1/2"5 1/2" 2'-10" 9'-9" 3'-7"10'-4 1/2"6"2'-1 1/2"5'-5 1/2"1'-9 1/2"3' - 2 " 3'-3 1/2" 2'-1 1/2"7'-6"9'-3 1/2"7'-2"9'-9 7/8"39'-0"6'-8 1/2"9'-10 1/2"5 1/2"5 1/2"5 1/2"5'-4 3/4"5'-4 3/4"1'-11"1'-11"10'-9 1/2"7'-2"21'-0 1/2"5 1/2"3'-4"10'-6 1/2"5 1/2"HALL4'-1 1/2"5 1/2"2x6 WALL 4'-10"W D2x6 WALL13'-10"10'-7" 5'-0"P.H.34" x 48"SHOWER42" x 60" TUB3'-9"4'-0" 2'-11 1/2" WIRE SHELF @ 64" A.F.F.OWNER'SBATH2x6 WALL32x60 W/SH P.H.FURR OUT1/2"FLR BRKFLR BRKFLR BRK(2) 2x10 HDR (2) 2x10(2) 2x10 HDR (2) 2x10 HDR (2) 2x10 HDR (2) 2x10 HDR ROOF GIRDER TRUSSSTRUCTURAL GABLE END ROOF TRUSSROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C.(2) 2x10LAUNDRY(2) 2x6JACKS42" H.WALL W/WD. CAP36" H. WALL W/WOOD CAP3'-5"30 30(SAFETY)(2) 2x10 HDR 4036 FIXED (SAFETY) (2) 2x10 HDR SCALE:A31MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A3OPT1GOURMET KITCHEN OPTION1/4" = 1'- 0"SCALE:A3OPT2SERENITY SHOWER OPTION1/4" = 1'- 0"SCALE:A32SECOND FLOOR PLAN1/4" = 1'- 0"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 11 7/8" IJST. / LSL25/32" OSB SUBFL.RIM CONST. - R-20 MIN. 2x8 TR. SILL PLATE W/ A.B.BOTTOM OF TOP CHORD11 7/8" IJST.25/32" OSB SUBFL.VAPOR BARRIERR-49 BLOWN INSULATIONEXTEND SHTG. TO5/8" DRYWALL CLG. (TYP.)CEILING(WINDWASH)MANUF. TRUSSES24" O.C.12PER PLANBATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL WALLS W/ 4 MIL. POLY (TYP.)1/2" BUILT-RITE SHTG TYP.VAPOR BARRIER2x6 STUDS 16" O.C.WALL CONST.VINYL SIDINGHOUSE WRAPR-20 SPRAY FOAM INSULATIONRIM CONST. - R-20 MIN. 1/2" BUILT-RITE SHTG TYP.BATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL WALLS (TYP.)11 7/8" RIMBOARDHOUSE WRAPVAPOR BARRIER2x6 STUDS 16" O.C.ROOF CONST.STD. ENERGYHEEL HT.ASPHALT SHINGLES PER SPECS.WATERGUARD ICE BARRIER AT EAVESVINYL SOFFIT AND ALUM FASCIAWALL CONST.VINYL SIDING7/16" OSB. SHTG.INSUL. CHUTES/EA. TRUSS SPACE15# FELT2x6 SUBFASCIAMIN. 6"1/2" BUILT-RITE SHEATHINGR-20 SPRAY FOAM INSULATION11 7/8" RIMBOARD (NOTE: SEE SHT.1/2" BUILT-RITE SHEATHINGINSTALL WINDWASHAPPROX. GRADEWINDOW FALL PROTECTIONALL WINDOWS, WITH SILLSBELOW 36" A.F.F.TO RECEIVE FALL PROTECTION,WINDOW FALL PROTECTIONALL WINDOWS, WITH SILLSBELOW 36" A.F.F. AND 72"AT REAR WALL (LOOKOUT /WALKOUT)TO RECEIVE FALL PROTECTION,ABOVE YARD GRADEPER R312.2.1PER R312.2.1NOTE: CANTILEVERS TO HAVEMIN. R-30 INSUL. IN FLR. CAVITY 2" "CERTI STUD INSUL (R-10)CANT. I JOIST 1 1/2", W/ STD. RIMADD SQUASH BLOCKS@ ALL POINT LOAD LOCATIONS.A2 FOR SIDE WALL / REAR WALL DTLS.)ADD INVERTED HANGER AT REAR WALL.XP BOARD TO GRADE6" GRAVEL FILL6 MIL POLY / LAPPED 12" 3 1/2" CONCRETE SLAB8" POURED CONC. WALLFDN. WALL CONST."WATCH DOG" WATERPROOFING2 3/8" "WATCHDOG" (R-10)NOTE: R-5 INSUL.REQUIRED AT WALKOUTSIDE WALLS ONLY20x8 CONC. FTG.ORSIZED PER STRUCT.ENGINEERING8'-4"8" 8"T.O. FDTN.GRADET.O. PLATE1ST FLOORT.O. FOOTINGT.O. FDTN.8'-4"9'-1 1/8"INSUL.R-49 MIN. INSUL.R-20T.O. FOOTINGB.O. FOOTING1268'-1 1/8"9'-1 1/8"1ST FLOOR2ND FLOORT.O. PLATE1'-0"T.O. PLATEFLR. PLAN FOR SIZESTL. BM. - SEE BSMT.BASEMENTBEDROOM #3W/ 10" TREADS W/ 10" TREADS (16) EQUAL RISERS HEADROOM 6'-8" MIN BEDROOM #2(STAIRS BEYOND)FAMILY ROOMHALL BATHLIVING ROOM(STAIRS BEYOND)TYP.PORCHRIGID. INSUL.R-10TYP.11 7/8" FLOOR JOISTSSEE FLOOR JOIST LAYOUT11 7/8" LSL JOISTS15 (R) at 8'-4 BSMT15R AT 8'-4" FOUND.1255'-4 1/2"2'-6 1/2"℄7'-11"8'-0"MAIN FLOOR WINDOW HT.8'-5 7/8"T.O. GARAGE PLATEHEADROOM 6'-8" MINHOUSE WRAP CUTTING PATTERN12CUT HOUSE WRAPPER DIAGRAM.CUT UPPER FLAP AT 45FLEX WRAPWINDOW OPENINGWRAP TO SILL OF APPLY 10" FLEXUNDER HEAD INSTALL WINDOWINSTALL JAMBSTRIPS OVERINSTALLED WINDOWHOUSE WRAP FOLDHOUSE WRAP FOLDSTRIP UNDER UPPERINSTALL HEADUPPER FOLDAND TAPE OVERCUTOVER HEAD STRIPDROP UPPER FOLDTO SETTING WINDOWAPPY CAULK BEHINDWINDOW FINS PRIORHOLD UPPER FOLD OUT UNTIL FINAL STEPINSTALL, FOLD SIDEAFTER FLEX WRAPHOUSE WRAP FLAPSOVER FLEX WRAPAND TRIM / FASTENTAPETAPEWINDOW WRAP.CAP UNDERINSTALL DRIPDOWN EACH SIDE.BEND CORNERS3456789SEAMST.O. PLATE1ST FLOORT.O. FOOTINGT.O. FDTN.(8'-4" AT 8' BSMT.)9'-1 1/8"126PORCH5'-0 1/2"2'-4 1/2"℄7'-5"EN12 BRISTOL 'B'T.O. PLATE1ST FLOORT.O. FOOTINGT.O. FDTN.(8'-4" AT 8' BSMT.)9'-1 1/8"126PORCH5'-0 1/2"2'-4 1/2"℄7'-5"EN12 BRISTOL 'C'T.O. PLATE1ST FLOORT.O. FOOTINGT.O. FDTN.(8'-4" AT 8' BSMT.)9'-1 1/8"125PORCH5'-2 1/2"2'-8 1/2"℄7'-11"EN12 BRISTOL 'AS'T.O. PLATE1ST FLOORT.O. FOOTINGT.O. FDTN.(8'-4" AT 8' BSMT.)9'-1 1/8"PORCH5'-3 3/4"2'-1 1/4"℄7'-5"126EN12 BRISTOL 'D'MIN. R-30 SPRAY FOAM INSUL. AT CANTILEVERED FLOORMIN. R-20 SPRAY FOAMINSULATION AT RIMMIN. R-30 SPRAY FOAM INSUL. AT CANTILEVERED FLOORMIN. R-20 SPRAY FOAMINSULATION AT RIMMIN. R-30 SPRAY FOAM INSUL. AT CANTILEVERED FLOORMIN. R-20 SPRAY FOAMINSULATION AT RIMMIN. R-30 SPRAY FOAM INSUL. AT CANTILEVERED FLOORMIN. R-20 SPRAY FOAMINSULATION AT RIMSCALE:A41TYP. WALL SECTION3/8" = 1'- 0"SCALE:A45HOUSE WRAP DETAIL @ WINDOWN.T.S.SCALE:A42SECTION (ELEV. "A" SHOWN, OTHERS SIMILAR)1/4" = 1'- 0"SCALE:A42PORCH SECTION 1/4" = 1'- 0"LENNAR WILL BE INSTALLING A "PASSIVE RADON READY" SYSTEM.ALL BASEMENT SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY6 MIL POLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURES WILL BESEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USING POLYURETHANE CAULK ORELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMP BASKETS WILL HAVE SEALED LIDS.LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THE DRAIN TILESYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILL USE THE SHORTEST ROUTETO EXIT THE ROOF SYSTEM, WITH A MAX. OF (2) 90 DEGREE ELBOWS. IN UNCONDITIONED AREAS,THE RADON EXHAUST PIPE WILL BE INSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED"RADON REDUCTION SYSTEM" AT ALL ACCESSIBLE LOCATIONS. ALSO, ALL RADON PIPES WILL BELABELED AT ALL FLOORS FOR FUTURE REFFERENCE.AT ROOF EXIT LOCATIONS, WE WILL MAINTAIN A 10' DISTANCE TO ANY WINDOW LOCATION, 2'BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THE LOCATION OF THE EXIT POINT, INTRUSS AREA, WILL BE CLEAR OF ANY OBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36"VERTICALLY. LENNAR WILL INSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUSTFAN ADDITION.RADON NOTE: DININGKITCHEN3'-11"PANTRYFAMILY ROOMTO SWITCH AT 2NDFLOORTO LIGHT ATBASEMENTPOWDER ROOMMUDROOMGARAGEPORCHFLEX ROOMCHIMES3'-0"ELECTRICALSERVICEPANEL7'-11"ELEC. R.I. TO JUNCTIONBOX FOR FUTURE OUTLETINSIDE CABINETWDOWNER'S SUITEBEDROOM #4BEDROOM #3BEDROOM #2HALL BATHOWNER'SBATHOWNER'SWALK INCLOSETLAUNDRYLIN.VAC.TO SWITCH AT 1STFLOORHALLOPTIONALWET BARROUGH-INW.H.TANKLESSVERIFY SUMPLOCATIONFDDEDICATEDCIRCUIT BATH ROUGH-INTO SWITCH AT 1STFLOOROUTLET REQUIREDW/I 8' OF WATER MAINDUPLEX CONVENIENCE OUTLETDUPLEX OUTLET ABOVE COUNTERWEATHERPROOF DUPLEX OUTLETHALF-SWITCHED DUPLEX OUTLETDUPLEX OUTLET IN FLOOR220 VOLT OUTLETWALL SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHCEILING MOUNTED INCANDESCENT LIGHT FIXTURERECESSED INCANDESCENT LIGHT FIXTURELIGHT FIXTURE WITH PULL CHAINFLOURESCENT LIGHT FIXTUREEXHAUST FANCHIMESSMOKE DETECTORTHERMOSTATELECTRIC PANELPCWPELECTRICAL KEY DUPLEX OUTLET (GROUND FAULT PROTECTED)GFIPRECESSED INCANDESCENT EYE BALL FIXTURECARBON MONOXIDE DETECTORELECTRIC VEHICLE CHARGER ROUGH-IN (OPTIONAL)LED FIXTURELMULTI-MEDIA JACKEVCMMTCMSDCHPLUGMOLD PM34AND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS1. THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBINGSUCH AS JOISTS, TRUSSES AND STUDS.GENERAL NOTES ELECTRICAL AND/OR GAS HOOK-UP REQUIREMENTS, THIS INCLUDES2. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCEBUT IS NOT LIMITED TO WASHER, DRYER, RANGE/COOKTOP,MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE),DISHWASHER AND REFRIGERATOR.5. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLESAT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR:REQUIREMENTS OF ALL GOVERNING CODES.AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE4. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.TELEVISION.........14"TELEPHONE........14"OUTLETS.............14"SWITCHES...........42"AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)3. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORSSCALE:A51MAIN FLOOR ELECTRICAL PLAN W/ 2 CAR GARAGE1/4" = 1'- 0"SCALE:A53FOUNDATION ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A53AWALKOUT FOUNDATION ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A52SECOND FLOOR ELECTRICAL PLAN1/4" = 1'- 0"NOTE:SEE FLOOR PLAN SHEETS& PANEL FOR OPTIONSSCALE:A51AMAIN FLOOR ELECTRICAL PLAN W/ 3 CAR GARAGE1/4" = 1'- 0" HEADER1/2" GYPSUM BD.1/2" GYPSUM BD.WIN. OPNG.2x6 HEADER PLATEINSULATE1 1/4" RIM BOARD2x6 DOUBLE TOP PLATE2x6 SILL PLATESUBFL.INSULATE2" SPRAY6'-11 3/8" TO T.O. WIN. R.O.SUBFL. AT 8' CLG. 8'-0" TO SUBFL. AT 9' CLG.1x2 AT EA. SIDE OFWINDOW OPENINGSHEATHINGFOAM INSUL.FLOOR SYSTEM PER PLAN1/2" GYPSUM BD.TRUSS BTM. CHORDTOP PLATEDOUBLE WIN. OPNG.WIN. HDRS.SHEATHING2x6 HDR. PLATET.O. WIN. R.O.6'-11 3/8" TO SUBFL.INSULATEINT/EXT WALL INTERSECTIONINTERIOR WALL CORNER2x6 EXTERIOR WALL1/2" GYPSUM BOARD2x6 R.W. 2x4 R.W. 2x6 EXTERIOR WALL2x2 R.W. INSIDE CORNEROUTSIDE CORNERINSULATE STUDCAVITIES OF ALLCORNERS AND INTERSECTIONSOF OUTSIDE WALLSSIDING2x4 INTERIOR WALL 2x4 BACKINGAT MID HGT.2x4 INT. WALLSHEATHING(EXT. FIN. MAY VARY PER PLAN)PER PLANEXT. MAY VARYSHEATHING9'-0"PLYWD.ALUM. SOFFITW/ALUM.2 x 6 SPF1/2" OXBOARD SHEATHINGGABLEEND TRUSS(WHERE APPL.)2x6 FOR LOOK OUTSUSE SCRAP 2x4 ORNOTE:ENG'DFASCIADIM.2x4 INT. WALLBOARD1/2" GYPSUM5/8" GYPSUM BD.2x4 DOUBLETOP PLATE2x6 BACKINGBOTTOM CHORDOF TRUSSINT WALL2x2 NAILER3/4" PLYWOOD1/2" GYP. BD.FIRE STOP5/8" GYP. BD.I-JOISTDOUBLE TOP PLATEPER PLAN5/8" GYP. BD.1/2" GYP. BD.PER PLANHANGER(2) MICROLAM BEAMSHANGER1/2" GYPSUM BD.SUBFLOORNOTE:FOLLOW MFG'S NAILINGPATTERN FOR HANGERFLOORSYSTEMPER PLANFLOORSYSTEMPER PLANFLOOR SYSTEM PER PLAN1/2" GYPSUM BD.SUBFLOOR(2) 2 x HEADERS1/2" OSBDOUBLE TOP PLATESILL PLATESILL/ TILT TO OUTSIDEHEADER(1) 2X6 TRIMMER U.N.O. VARIES8'-1 1/8" or 9'-1 1/8" TYPICALVARIES7'-0" OR 8'-0" (MAIN FLOOR) / 6'-11 3/8" (2ND FLR.)(R.O.)(R.O.)ON FLOOR PLAN(REFER TO PLAN)FOR WATER DRAINAGERUN TRIMMERS TOBOTTOM OF HEADER(SEE PLAN)BOTT. PL.10"2x12 STRINGERS3'-0"10"7 3/4" MAX.(3) 2x12 STRINGERS5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)UNLESS NOTED OTHERWISE IN CONSTR. WORK ORDERPARTICLE BOARD TREADS & RISERS3"6 1/2" W. x 3/4" T.WOOD CAP5/8" TYPE "X" GYP.AT ENCLOSED USABLESPACE (TYPICAL)ALLOW 6'-8" MIN. HEADROOMNOTE:REFER TO SELECTIONS FOR REFER TO PLAN OR WORK ORDER FOR RAIL AND FINISH TYPE(S)NOTE: THIS DETAIL IS FOR FRAMING PURPOSES ONLY4"MAX.RAIL TYPE3/4" PLYWOOD1 1/4" RIMBOARDSUBFLOORFACE OF RISER3/4" PLYWOOD1 14"7 3/4" MAX.11 14"FLOORSYSTEMPER PLANMAX.MAX.1 14"11 14"MAX.MAX.2x4 TO EXTEND 1 1/2"BEYOND 2x AT EA. ENDCAULKNOTE:5 DEG.2 x W/BEV. TOP"Z" FLASHINGSMOOTH FINISH 2x4EXT. FINISH PER PLANSEE PLANVARIESROUGH OPENINGROUGH OPENINGSUBFLOORCRIPPLEHEADER PLATEDOUBLE TOP PLATE9'-1 1/8" OR 8'-1 1/8" TYPICAL STUDSNOTE: THIS DETAIL IS FOR FRAMINGPURPOSES ONLY, REFER TO SPEC'S. BOX NEWELSTARTER1 3/4" RIM BD.1/2" GYP.SUBFLR.PER PLANFLR. SYSTEM3'-0" FROM FIN. FLR.FOR RAIL & FINISH TYPES TREADPOSTSTONE CAPOR ROWLOCK BRICKFLASHING - CONT.CAULKSHEATHING15# FELT1" AIR SPACESTUD WALLSIDING PER PLANSLOPED TO DRAINSHEATHING ONCEDAR 5/4x BLOW UP DETAIL1 1/8"CAULK"Z" FLASHING"Z" FLASHING4"MINIMUM FINISH MTR'L.PER PLANPER PLANCAULK2x6 FRAMINGFINISH MTR'L.PER PLANWATER RESISTIVE BARRIERWIN. UNIT DIM.14"WIN. ROUGH OPENINGSHEATHINGWINDOW UNITGYPSUMSPRAY FOAM SIDINGTRANS.INSULATIONTRIMSTONE/BRICK CAPSLOPED TO DRAIN(FOR STONE CAP)CAULKTO BACK OF SILLSHEATHING15# FELT1" AIR SPACEFLASHING - CONT.FLASHING - CONT.(FOR BRICK CAP)TO BACK OF SILL2'-0"2x6 SPF MIN. ICE BARRIERVERT. TO ROOFW/ R20 MIN.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-49 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 SHIELDBATT INS.5/8" FIRE-RATEDGYP. BOARDEXTERIORSHEATHINGWRB CONT. ONVERTICAL &HORIZONTALPLANES ATTUCKUNDER,TAPE ALL SEAMSR-20 SPRAYFOAM AT RIM6" DIA. R-4.2 INSULATEDFLEX-DUCT, HELD TIGHTTO FLOOR ABV.TYP. EXTERIORWALL: 2x6 STUDFRAMING W/ R-21BATT. INSULATIONTHERMOPANR-19 MIN. SPRAYFOAM INSUL.PER TABLE R402.1.1WRB CONTINUOUS ONVERTICAL AND HORIZONTALPLANES AT TUCKUNDER,TAPE ALL SEAMSTUCKUNDER FLOOR CAVITIESW/O HVAC BLOWN FULL W/ 11-7/8"FIBERGLASS L-77 INSULATIONI-JOIST FLRSYSTEMGARAGEHOUSEHOUSEELASTOMERICCAULK ATCORNER(BY INSULATORS)8" MIN.PVC SHOWER PAN LINER,DO NOT CUT, EXTEND UP WALL 8" MIN.CEMENT BOARD, OVER LINERCERAMIC TILEWOOD SUBFLOORGROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERTICAL TO DRAIN2-PIECE SHOWER DRAIN SYSTEMTILE SHOWER WALL & DRAIN DETAILTILE SHOWER PLATFORM DETAILCERAMIC TILE W/ BULLNOSED EDGE AT LIPCEMENT BOARD, OVER LINERWOOD SUBFLOOR(2) 2x4 SLEEPERS AT 8" O.CPVC SHOWER PANLINER, DO NOT CUT.CONTINUE OVERPLATFORM 12" MIN.GROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERT. TO DRAINCERAMIC TILEPLATFORM FLOOR1'-0" MIN.3/4" OSBTILE SHOWER CURB DETAILCEMENT BOARDTILE FLOORWOOD SUBFLOORCERAMIC TILE W/BULLNOSED EDGEBATHROOMSHOWER(2) 2x4 SLEEPERS AT 8" O.C3/4" OSB10"30 MIL PVC MEMBRANE, SEALALL SEAMS, CORNERS & EDGESW/ 35 MIL POLYETHYLENEBACKED SYNTHETIC BUTYLRUBBER ADHESIVE MEMBRANE4" MIN. AT GRADE2" MIN. AT HARD SURFACE W/ NO FOOTERGRADEMORTAR SCRATCH COATEXTERIOR SHEATHINGCULTURED STONE VENEER2 LAYERS WRBWIRE LATHMORTAR SETTING BEDWEEP SCREED, EXTEND MIN. 1" BELOWTOP OF FND. WALL2 LAYERS W.R.B. LAPPEDOVER WEEP SCREEDFRAMING HGT OF BOX PIER PER PLANPER PLAN4"(2) USP B88 CLIPS W/(36" H. MOST COMMON W/ RAILING)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 RAILINGINSTALL 2x6, CLIPPEDFOR FLAT CLG. FINISHGYP. BOARD,FINISH PER PLANFLOOR SYSTEMPER PLAN5 12"2x4 STUD WALLNON-BEARINGN/A1FLASHING DETAIL3"= 1'-0"2NAILER DET.1"= 1'-0"3FLUSH BEAM1"= 1'-0"4DROP'D. BEAM1"= 1'-0"5EAVE/RAKE1"= 1'-0"8STONE SILL DETAIL1" = 1'-0"1411M. FLR. WIN. HDR.1" = 1'-0"12UPPER FLR. WIN. HDR.1" = 1'-0"13TYP. STUD LAYOUT1" = 1'-0"15DOOR FRAMING1" = 1'-0"16WINDOW FRAMING1" = 1'-0"19RAIL DETAIL1" = 1'-0"201x2 NAILER @ WINDOW3" = 1'-0"21TRIM DETAIL3" = 1'-0"10PIER W/ RAILING DTL.3/4" = 1'-0"6SOFFIT DETAIL1"= 1'-0"7STONE CAP1"= 1'-0"18STAIR FRAMING DETAILS1/2" = 1'-0"22TYPICAL OVERHANG DETAIL1" = 1'-0"23FLOOR ABV. GARAGE INSUL. DETAIL1" = 1'-0"24SERENITY SHOWER OPTION DETAILS1 1/2" = 1'-0"9STONE VENEER DTL.3/4" = 1'-0"17UNDER FIN. STAIR DTL1" = 1'-0" 3'-6" R.O.1'-9 1/2" FRAMEDALLOW 16"SPACE FORVENT DUCT6' - 0 " FI N I S H E D 1'-3"1'-3"4'-3 1/4" TO FRAMING 3'-6" R.OSL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.4'-4"8" 5'-0" 512"6'-0" FINISHED9'-0"3'-1" R.O.1x8 SHIPLAPW/ MITEREDCORNERS &RETURNEDBACKTO WALL,PAINTEDWHITE1'-5"FRAMED1'-5"FRAMED4" TRIMHARDIE6" TRIM,PAINTEDWHITE2'-10 1/2"1/2" REVEALAT ALL SIDESOF F.P.1 3/4"SL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.4'-4"8" 5'-0" 5 1/2"6'-0" FINISHED9'-0"3'-1" R.O.1'-5"FRAMED1'-5"FRAMED4" TRIM2'-10 1/2"1 3/4"5'-11" FRAMED60"Lx8"Wx8"HWOOD MANTEL,SEE SELECTIONSFOR FINISH:-RUSTIC/DISTRESSED-SMOOTH BOX LIGHT-SMOOTH BOX DARK5'-0" MANTEL1x8 SHIPLAPW/ MITEREDCORNERS &RETURNEDBACKTO WALL,PAINTEDWHITE60"Lx8"Wx8"HWOOD MANTEL,SEE SELECTIONSFOR FINISH:-RUSTIC/DISTRESSED-SMOOTH BOX LIGHT-SMOOTH BOX DARK5'-0" MANTELHARDIE6" TRIM,PAINTEDWHITEFRAME R.O.FOR F.P. BOXAT 6 5/8"ABOVE FLR.1/2" REVEALAT ALL SIDESOF F.P.FRAME R.O.FOR F.P. BOXAT 6 5/8"ABOVE FLR.1'-3 1/2"1/2" GYP. BD.FIREPLACE FLUEFIREPLACE BOX8 1/4"8 1/2" 5 1/2" 1 1/2"3/4"VERIFY DIST. TOCOMBUSTIBLES w/MANUFACTURER'SSPECIFICATIONS.24243/4"3/4"42261x10 TRIMMED2x41x43 1/2"1/2"1x6 241'-0 1/2"1'-8"3'-6"R.O.1'-4"5'-11"ALLOW 16"SPACE FORVENT DUCTFRAMEDFRAMED 1'-8" 1'-10 1/2" FIN.1'-2 1/2"1'-2 1/2"3'-6".R.O.6' - 0 " F I N I S H E D 1'-3"1'-3"8" MANTEL 5'-2"SL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.7 1/2"FRAMED912"2'-10 1/2"912" 9'-0"7 1/2"FRAMED912"TO FACE OF GYP. BD.3'-1"2" APPLIEDSTONEVENEER812"5'-11" FRAMED912"TO FACE OF GYP. BD.5'-6" MANTEL1/2"REVEAL ATALL SIDESOF F.P.4'-8"FACE OF GYP. BD.2" STONE RETURN2" STONE RETURN6'-0" FINISHED5'-2"SL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.7 1/2"FRAMED9 1/2"2'-10 1/2"9 1/2"7 1/2"FRAMED912"TO FACE OF GYP. BD.3'-1"2" APPLIEDSTONEVENEER8 1/2"5'-11" FRAMED912"TO FACE OF GYP. BD.5'-6" MANTEL6'-0" FINISHED1/2" REVEALAT ALL SIDESOF F.P.4'-3 1/4" FRAMING9'-0" 4"3'-6" R.O.FRAME R.O.FOR F.P. BOXAT 8-7/8"ABOVE FLOORFRAME R.O.FOR F.P. BOXAT 8-7/8"ABOVE FLOOR3'-11"712"712"5'-2"5"5"5 3/4"2'-10 1/4"5 1/4"3'-9 1/4"6'-0"FINISHED5'-10"MANTELINSIDE OF SURROUNDINSIDE OF SURROUNDOUTSIDE OF SURROUND4'-9"5 TILES @ 7-1/8"W/ 1/4" GROUT5 EQ. TILESW/ 1/4" GROUT FRAMED TO CEILINGOUTSIDE OF SURROUNDTILE TO TILETILETILETILE TILESL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.3'-11"712"712"5'-2"5"5"5 3/4"2'-10 1/4"5 1/4" 3'-9 1/4"6'-0"FINISHED5'-10"MANTELINSIDE OF SURROUNDINSIDE OF SURROUNDOUTSIDE OF SURROUND4'-9"5 TILES @ 7-1/8"W/ 1/4" GROUTFRAMED TO CEILINGOUTSIDE OF SURROUNDTILE TO TILETILETILETILE TILESL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.5 EQ. TILES W/ 1/4" GROUT1'-212"3'-6" R.O.5'-11" FRAMEDFRAME R.O.FOR F.P. BOXAT 4-3/4"ABOVE FLR1'-212"4 7/8" 3'-2 1/4" R.O. 3'-7 1/8"FRAMED TO CEILINGSL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.3'-6"1'-5"1'-212"1'-212"5'-11"ALLOW 16"SPACE FORVENT DUCT(FRAMING)(R.O.)(FRAMING)4'-3 1/4" FRAMING3'-6" R.O.6'-0" FINISHED1'-3"1' - 3 "TOP OF MANTELEQ.EQ.8"8"8"8"CLEQ.EQ.CLCEILINGRECEPTACLETECH.TUBE2x10 BLOCKINGBACKER2x4 2x4 2x4 2x4 2x4 3'-6"R.O.1'-4"5'-11"ALLOW 16"SPACE FORVENT DUCTFRAMEDFRAMED 1'-8" 1'-10 1/2" FINISH1'-2 1/2"1'-2 1/2"3' - 6 "R.O.6'-0"FINISHED1'-3"1' - 3 " 4'-3 1/4" TO FRAMING 5'-0"5 1/2"FRAMED9 1/2"2'-10 1/2"8"5'-4" FINISHED9'-0"5 1/2"FRAMED1112"TO FACE OF GYP. BD.3'-1"2" APPLIEDSTONE VENEER5'-0"TO FACE OF GYP. BD.2" STONERETURN2" STONERETURN8"56"Lx8"Wx8"HWOOD MANTEL,SEE SELECTIONSFOR FINISH:-RUSTIC/DISTRESSED-SMOOTH BOX LIGHT-SMOOTH BOX DARK5'-11" FRAMED1112"TO FACE OF GYP. BD.SL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.4'-8" MANTEL5'-0"5 1/2"FRAMED9 1/2"2'-10 1/2"8"5'-4" FINISHED9'-0"5 1/2"FRAMED1112"TO FACE OF GYP. BD.3'-1"2" APPLIEDSTONE VENEER5'-0"TO FACE OF GYP. BD.2" STONERETURN2" STONERETURN8"56"Lx8"Wx8"HWOOD MANTEL,SEE SELECTIONSFOR FINISH:-RUSTIC/DISTRESSED-SMOOTH BOX LIGHT-SMOOTH BOX DARK5'-11" FRAMED1112"TO FACE OF GYP. BD.SL-7GAS FIREPLACER.O. 42" W.x 38 1/4" H.x 16 1/4" D.4'-8" MANTEL1/2" REVEALAT ALL SIDESOF F.P.1/2" REVEALAT ALL SIDESOF F.P.5'-0"FRAME R.O.FOR F.P. BOXAT 7-3/8"ABOVE FLRFRAME R.O.FOR F.P. BOXAT 7-3/8"ABOVE FLRPAGE DESCRIPTION:PAGE NO.: PLAN NO. FIREPLACEFIREPLACESFIREPLACES _ 1-10-19 ISSUE FOR CONSTRUCTION 10-12-22 REMOVE FIREPLACE OPTIONS 4, 6 & 7 6-1-2023 Q3 2023 PLAN REVISIONS 09-2023 ADD FIREPLACE FRAMING DETAILS REVISIONS Sheet:1of3A complete Javelin® framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformaƟonLack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.*Conventional construction code minimum for usewith A3 only. See the Weyerhaeuser TJI®Specifier's Guide, #TJ-4000, for A3.1-A3.3installation specifications and applications.Plate nail - 16d (0.135" x 312")at 16" on-center*Floor panel nail - 8d (0.131"x 212") at 6" on-center*Toe nail - 10d (0.131" x 3")at 6" on-center*114" TimberStrand®LSL or118" TJ® rim board.*When sheathing thickness exceeds 78",trim sheathing tongue at rim boardA3A3.2A3.1 A3.3Load bearing or braced/shear wallabove (must stack over wall below)Blocking panel: 118" TJ® Rim Board, 114"or 112" TimberStrand®LSL or TJI® joist.Web stiffeners requiredon both sides at B1Wand B2W ONLYB1WB1B2B2W116"2x4 minimumsquash blocksBlocking panels may be required with braced/shearwalls above or below — see detail B1Use 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"BlockingpanelEnd of joistsat centerlineof supportB4Load bearing or shear wallabove (must stack overwall below when present)2'TJI® JOIST2"2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.E1 ALTTimberstrand ® LSL rim boardto match TJI® depthWARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges.E1E1WWeb stiffenersrequired on bothsides at E1W ONLY118" TJ® Rim Board or114" or 112" TimberStrand® LSL.Nail with 10d (0.131" x 3")nails, one each at top andbottom flange.Variable slope joisthanger. Beveled webstiffener required eachside.LSTA24 (Simpson Strong-Tie or USP StructuralConnectors) strap with twelve 10d (0.148 x 112")nails required at H5S with slopes greater than 3:12H5H5SStrap nails:Leave 238" minimumend distanceAdditional blockingmay be requiredfor shear transfer.H5S is allowed only with joist depths < 16''_LOLDouble joistmay be requiredwhen L exceedsjoist spacing2x_ overhang. Notcharound TJI® joist topflange.Blockingas requiredEnd wallR5Beveled web stiffeners required onboth sides. Cut to match roof slope.2x4 block for soffit supportBIRDSMOUTH CUT allowed at low end of joist only 2'-0"maximumTJI® joist flangemust bear fully onplate.Birdsmouth cutmust notoverhang insideface of plate.R92x4 one side. Use 2x6 ifjoist spacing is greater than24" on-center.10d (0.128" x 3")nails at 8"on-centerBeveled 2x4 blockBeveled web stiffenerson both sidesBIRDSMOUTH CUT allowed at low end of joist only4'-0"minimum2'-0"maximumR14Strap nails:Leave 238" minimumend distanceDouble beveled bearing platewhen slope exceeds 14:12LSTA18 (Simpson Strong-Tie® or USPStructural Connectors®) strap withtwelve 10d (0.148" x 112") nailsAdditional blockingmay be required forshear transferWeb Stiffener required onboth sides at R14W ONLYWR7R7Web stiffenersrequired on bothsides at R7W ONLYBeveled bearingplate required whenslope exceeds 14:12INTERMEDIATE BEARINGBlocking panels or shear blocking may bespecified for joist stability at intermediate supportsR7STwist strap and backer block required atR7S with slopes greater than 3:12. SeeNailing Requirements at Bearing inWeyerhaeuser Installation Guide for Floorand Roof Framing, TJ-9001.R7S is allowed only with joist depths < 16''_NAILING FOR TOP & BOTTOM PLATE TO SHEATHING & CEILING/ROOF MEMBERSSHEATHING NAILING(16d PNUEMATIC NAILS)NAILS/FT16" o.c.24" o.c.NON-HURRICANE PRONE REGIONS 3 4 6HURRICANE PRONE REGIONS 4 6 8120 MPH WIND AREA 5 7 10CEILING/ROOF MEMBER SPACINGP5L13 P6Header to columnHeaderColumnColumn to Top PlateFraminganglesas requiredTrimmerStud (s)Plate widthmust equal wallthickness toprovide lateralbracing. (Platenot required ifheader widthequals the wallthickness.)Trimmerstud (s)Doubletop plateFraminganglesas requiredSolid blocking isrequired if columnand trimmer studsdo not extend tosill plateBlockingpanel asrequiredTrimmerstud (s)Framinganglesas requiredRimboardSill PlateSoleplateColumnColumn to Bottom PlateA notch and hole shall not occurin the same cross sectionMaximum diameter:*138" for 312" thick walls*2316" for 512"-1114" thick wallsMaximum notch:One hole may be cut anywwhere along the length ofthe stud or column but must be at least 58" from the edge.One notch may be cut anywhere except themiddle 13 of the length of the stud or column.*78" for 312" thick walls*138" for 512"-1114" thick walls58" Minimumedge distanceL/3L/3L/3Allowable Holes and Notches*Note: Field skewableframing angles requiredfor sloped top plateconnectionsWB2Connection of double top plate to outlooker must bedesigned to tranfer lateral load to roof.Connect outlooker to double topplate with angle clip (565 lbs min.for Load 1) at 24" o.c.2x_ outlookerContinuous tall-wall framing(from sill plate to top plate)4" o/c nailingrequired fromsheathingto outlookerBlocking betweenoutlookers asrequiredConnect outlooker to trusswith (2) 16d nails for 2x4,(3) 16d nails for 2x6 or 2x82' maxWB3Loads must be trackedto foundation by designerof recordTrusses by othersat 24" on centerConnect truss todouble top platewith one angleclip (545 lbs min.for Load 2) at24" o.c.Gable end wall2x_ solid sawn angle braces toconnect double top plate to roof @ 2'-0"o.c. along length of wall fit snug betweenthe two bays. Connect with (3) 16d nails.2x_ solid sawn connected to topof bottom chord with (3) 16d nails at2'-0" o.c. along length of wall, back 8'-0"Wall bracing is necessary if double top plate is not attacheddirectly to the roof/floor diaphragm.25° to45°Member OrientationPlate width must equal wall thicknessto provide lateral bracing (plate notrequired if header equals wall thickness)MULTIPLE MEMBER CONNECTIONS FOR POINTLOADED COLUMNS2 PLY 3 PLY 4 PLYUSE 16d (0.131" x 314") PNEUMATIC NAILS4 PLY ALTERNATE: 2 ROWS, 12" DIAMETER BOLTS AT 8" ON-CENTERMULTIPLE MEMBER CONNECTION FOR NON POINT LOADEDCOLUMNS2 PLY, USE (2) ROWS 16d PNEUMATIC NAILS AT10" O.C.3 PLY'S AND GREATER, USE (2) ROWS 16d PNEUMATIC NAILS (EACH PLY) AT 8" O.C.- STAGGER 2" PER PLYDO NOT cut, notch or drillholes in headers or beamsexcept as indicated inillustrations and tables.DO NOTcut or notch flange.DO NOTcut holes in cantileverreinforcement.112" hole may be cutanywhere in web out-side of hatched zoneMin. distance from Table ANo field cutholes inhatchedzonesMinimum distance from edge of hole to inside face of nearest end supportminimum(applies to all holesexcept knockouts)Table A - End Support6"6"1L12 x D1DDL2 x Lminimum226"6"2ALLOWABLE HOLES - TJI® Joists1.3E TimberStrand®LSL allowed hole zoneddMicrollam®LVL andParallam® PSLallowed hole zonemiddle 13 span1.3E TimberStrand®LSL hole zoneMicrollam®LVLand Parallam® PSLhole zone2 x diameter of thelargest hole (minimum)d13 depth1"2"134"Maximum RoundHole SizeHeader or Beam Depth438"714"- 20"512"See illustration for Allowed Hole ZoneOther Trus Joist® Headers and Beams1.55E TimberStrand®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams13 depth2 x diameter of thelargest hole (minimum)8"See illustration for allowed hole zone1114"-11 78"14"-16"914"-912"358"458"3"No holes in headers or beams in plank orientation.Round holes onlyGeneral NotesGeneral NotesNo holes in headers or beams in plank orientation.Allowed hole zone suitable for headers and beams with uniform loads only.Round holes onlyNo holes in cantilevers.Allowed hole zone suitable for headers and beams withuniform and/or concentrated loads.Maximum RoundHole SizeHeader or Beam Depth8"Allowed hole zoneMin. distance from Table BDo not cut holes largerthan 112" in cantilever6"Closely grouped roundholes are permitted ifthe group perimetermeets requirements forround or square holes.10'-0" 11'-6"3'-0"1'-0"1'-0" 1'-6" 9'-0"9'-0"6'-6"4'-6"1'-0" 1'-0"1'-0"3601'-0"12'-0"17"13"15'-6"15'-6"SQUARE OR RECTANGULAR HOLE SIZEMinimum distance from edge of hole to inside face of nearest intermediate or cantilever support16'-6"16'-0"21'-0"20'-6"18'-0"17"17'-0"For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be locatedat the center of the joist span provided that no other holes occur in the joist.Distances are based on the maximum uniform loads from current Trus Joist specifier's guides. For other load conditions or holeconfigurations use Forte® software or contact your Weyerhaeuser representative.15"8"10"6"4" 12"17"15"12"10"8"6"4"16'-0"15'-6"Holes may be located vertically anywhere within the web. Leave 18" of web (minimum) at top and bottom of hole.Knockouts are located in web at approximately 12" on-center; they do not affect hole placement.1'-0"1'-0"1'-0"1'-0"Rectangular holes based on measurement of longest side.18"20"1'-0"5605603603601'-0"1'-0"1'-0"1'-0" 1'-6"1'-0"2'-0"3'-0"3'-0"6'-0"6'-0"12'-0"5'-6"16'-6"11'-0"15'-0"10'-0"6'-0"9'-0"6'-0"3'-0"1'-6"4'-0"1'-0"1'-0"1'-0"1'-0"16'-6"18'-0"16'-6"14'-0"8'-6"7'-0"9'-0"11'-6" 16'-6"12'-6"14'-6"19'-6"17'-6'19'-0"20'-0"19'-6"10'-0"17"11'-0"13"10'-6"ROUND HOLE SIZETable B - Intermediate or Cantilever Support11'-0"10'-0"15'-0"13'-6"4'-0" 8'-6"2'-6"2303'-0"1'-0"1'-0"1'-0"1'-0"3'-0"3'-0"1'-0"1'-0"4'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"16"14"2305603601'-0"1'-0"1'-0"2305602103601'-0"1'-0"1'-0"1'-0"1178"1'-0"2303601102105602'-0"1'-0"1'-6"3602101103'-0"1'-0"1'-0"9'-6"5'-6"1'-0" 2'-6"1'-0"1'-0"1'-0"1'-6"2'-6"3'-0"1'-0"1'-0"1'-6"2'-0"1'-0"5'-6"5'-6"3'-6"11'-0"10'-0"4'-0"7'-0"6'-6"6'-6"10'-6"13'-6"12'-6"6'-0"9'-6"3'-6"8'-6"6'-0"2'-6" 5'-0"4'-0"1'-0"4'-6"7'-0"2'-0"8'-0"5'-6"2'-0"1'-6"4'-6"4'-0"9'-0"10'-0"11'-0"4'-6"12'-0"8'-6"9'-0"8'-6"6"3"1'-0"1'-0"1'-0"1'-0"1'-0"2'-6"2'-6"912"TJI®2101102"2'-0"2'-0"18"20"1'-0"3605605603601'-0"1'-0"1'-0"5601'-0"4"4"3'-6"3'-6"612"8'-0"7'-6"878"11"1'-0" 2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"8"10"1'-0"10'-0"5'-0"11'-0"5'-0"1'-0"2'-0"7'-0"7'-0"5'-0"12"7'-6"15"7'-6"3'-6"2'-0" 4'-6"4'-6"2'-0"1'-6"3'-6"2'-6"1'-0"1'-0"1'-0"3'-0"1'-0"1'-0"2'-0"4'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"1'-0"3'-0"3'-0"1'-0"1'-0"13'-0"6'-0"2'-0" 10'-0"10'-6"13'-6"12'-0"11'-0"14'-6"13'-0"1'-0"3'-6"2'-0"5'-0"9'-0"7'-6"1'-0"5'-0"4'-0"2'-6" 6'-6"4'-6"10'-0"9'-0"13'-6"16'-0"14'-6"13'-6"12'-6"15'-0"14'-0"10'-0"12'-0"11'-0"10'-6"10'-0"8'-6"3'-6"5'-0"1'-0"6'-0"9'-6"5'-0"10'-6"5'-6"3'-0"2'-6"8'-0"8'-0"7'-0"12'-0"9'-0"9'-6"2'-0"6"1'-6"1'-0"1'-0"3"1'-0"3'-0"2'-6"2'-0"1'-6"2"1'-0"1'-0"1'-0"1'-0"1'-0"4"4'-0"3'-6"4"612"7'-6"6'-6"11"878"10'-0"12'-0"11'-6"11'-0"10'-0"5'-0"6'-6"4'-0"2'-6"11'-0"9'-6"8'-0"3'-0"8"4'-6"10"13'-6"14'-6"14'-6"14'-0"12'-6'11'-0"15"12"13"11'-0"11'-0"SQUARE OR RECTANGULAR HOLE SIZE13"6'-0"7'-0"ROUND HOLE SIZE1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"2'-0"2'-0"1'-6"1'-6"1'-0"1'-6"1'-0"2'-0"2'-6"1'-6"56016"14"1'-0"3602102305601'-0"1'-0"1'-0"2102301101'-0"1'-0"1'-0"1178"912"1102303602101'-0"1'-0"1'-6"1'-0"1102303602101'-0"1'-6"1'-6"1'-0"8'-0"3'-0" 4'-0"1'-6"1'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-6"8'-0"5'-6"2'-6"3'-0"6'-6"3'-6"4'-0"9'-0"3'-6"4'-0"3'-0"6'-0"7'-0"5'-6"1'-6"2'-0"3'-0"2'-0"2'-0"3'-6"2'-6"2'-0"2'-0"2'-6"3'-0"2'-6"4'-0"3'-6"3'-0"3'-0"5'-6"6'-6"7'-0"6'-0"3"JOISTDEPTHTJI®2" 4" 878"11"1'-6"2'-0"1'-6"2'-6"2'-0"2'-0"3'-6"2'-6"1'-0"1'-6"1'-0"1'-0"1'-6"1'-0"1'-0"3'-0"2'-6"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"1'-6"1'-0"5'-6"4'-6" 8'-0"4'-0"2'-6"1'-0"1'-0"4'-0"2'-0"2'-0"5'-0"2'-0"1'-6"2'-0"3'-0"2'-6"2'-0"9'-6"8'-0"9'-0"8'-0"10'-0"7'-0"6'-6"9'-0"9'-0"8'-6"8'-0"7'-0"6'-0"6'-6"2'-0"3'-6"2'-6"2'-6"2'-6"4'-6"3'-6"3'-0"3'-6"3'-0"2'-6"2'-6" 3'-6"5'-0"4'-6"4'-0"7'-6"7'-0"6'-6"6'-0"3"2" 4" 11"878"612"5'-6"5'-0"5'-6"6'-0"3'-0"3'-0"4'-6"2'-6"2'-0"2'-6"1'-6"4'-6"1'-0"1'-6"3'-6"5'-6"2'-6"2'-6"612"4'-6"5'-0"5'-0"5'-6"5'-0"5'-6"6'-6"4'-6"3'-6"4'-0"4'-0"7'-0"3'-6"3'-0"6'-0"7'-0"6'-6"5'-0"3'-6"3'-6"5'-0"3'-0"2'-6"2'-6"2'-0"5'-0"1'-6"1'-6"4'-0"6'-0"3'-0"2'-6"5'-6"5'-6"6'-6"5'-0"4'-0"4'-6"5'-0"7'-6"4'-0"3'-6"6'-6"7'-6"7'-0"5'-6"5"5"7"7"1'-6"2'-6"3'-0"5"4'-6"5'-0"2'-6"3'-0"6'-6"5'-6"1'-0"5'-6"3'-6"3'-6"3'-6"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"5'-6"7"4'-6"3'-0"2'-0"3'-6"4'-0"4'-0"1'-0"6'-6"6'-0"5'-6"7'-6"2'-6"8'-6"5'-0"7"5"5'-6"6'-6"3'-6"2'-6"5'-6"4'-0"4'-0"1'-6"7'-0"5'-6"5'-0"7'-0"2'-6"8'-0"7'-6"4'-6"4'-0"6'-6"8'-0"11'-0"6'-0"9'-6"9'-0"10'-0"11'-0"5'-6"7'-6"8'-6"10'-0"6'-0"7'-0"7'-0"5"1'-0"1'-0"1'-0"1'-0"7"1'-0"1'-0"1'-0"1'-0"5" 7"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3'-0"4'-0"5"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"7" 5"1'-0"1'-0"3'-6"1'-6" 6'-6"4'-0"6'-0"8'-6"7"JOISTDEPTHEXTERIOR DECK ATTACHMENTStructural exterior sheathingSee fastenertable below. Maintain2" distance (minimum) fromedge of ledger to fastener.LAFlashingTreated 2x_ledger118" TJ® Rim Boardor 114" or 112"TimberStrand®LSL.(1) Corrosion-resistant fasteners required for wet-service applications.(2) Allowable load determined in accordance with ASTM D7672.(3) 118" TJ® Rim Board is allowed with joist depths < 16" only.(4) Maximum 12" shimmed air space.Fastener Allowable Load (lbs/bolt)48012" lag bolt118" TJ® Rim BoardRim Board Material1 14" TimberStrand® LSL1 12" TimberStrand® LSL61067569512" Through bolt72572512" Through boltwith Air Space615(2)(3)(4)_Load bearing wall above(must stack over wall below)Web stiffeners required onboth sides at B5W ONLYB5B5WPer IRC R502.7,blocking required ateach intermediatesupport in seismicdesign categoriesD0, D1, and D2.Blocking panels may be required with shearwalls above or below — see detail B1TJI® 560 floor joistTop ViewNAILING AT BEARING (FLOOR)134" minimum end bearingsingle-family applicationsTJI® Joist to Bearing Plate118" TJ® Rim Board,114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist:One 10d (0.131" x 3") nail intoeach flangeTJI® 210, 230, and 360 rim joist:One 16d (0.135" x 312") nail intoeach flange.With depths > 16", use TJI® 360 rim joist.Shear transfer: Connections equivalentto floor panel nailing scheduleTJI® 560 rim joist: Toenail with 10d (0.128" x 3")nails, one each side ofTJI® joist flangeRim to TJI® JoistSquash Blocks to TJI® Joist(Load bearing wall above)One 10d (0.128" x 3")nail into each flange118" TJ® Rim Board or114" or 1 12" TimberStrand® LSL.Also see detail B2Locate rim board joint between joists.134" minimum bearingOne 8d (0.113" x 212")nail each side. Drivenails at an angle atleast 112" from end.312" minimumintermediate bearing514" may be requiredfor maximumcapacityThese placement plans have been developed for the specificaƟon of productsbased on project informaƟon provided. This service is solely intended forproduct applicaƟon assurance; and, is not intended to circumvent the need fora design professional as determined by the building code. The designer ofrecord and/or builder/framer is responsible to assure these drawings arecompaƟble with the overall project.CANTILEVERS/TRUSSESDesign assumes all trusses at floor canƟlevers are connectedto the wall and NOT to the Trus Joist rimboard. If trusses needto connect to the Trus Joist rimboard, contact Weyerhaeuserfor a connecƟon detail prior to installaƟon.JOIST & BEAM HANGER FACE NAILING REQUIREMENTS* FOR3 & 4 PLY SUPPORTING MEMBERSFor IUS or THF Hangers - Use 10D (0.148") x 3" nails.For MIU, HU, HHUS, HGUS or HD, THD, THDH Hangers - Use16d (0.162") x 3 1/2" nails.*For hangers that have joist fasteners/connecƟons, fill allholes with the manufacturer's recommended fasteners. ProductsPlotID Length Product Plies Net QtyFBk1 38' 4 9/16" 11 7/8" TJI 210 joist 1 1TS2 31' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9TS3 27' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9TS4 17' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6TS6 11' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS7-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10AccessoriesPlotID Length Product Plies Net Qty23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 35 19.2" o.cOpt. Egress @ Full Basement - ADDPlotID Length Product Plies Net QtyTS8-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2Opt. Egress @ Full Basement - ADDPlotID Qty Manuf Product Backer Blks Web StiffH1 3 Simpson LUS210 No NoAdditional TimberStrand for Ledger @ FULL BasementPlotID Length Product Plies Net Qty- 38' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1CSCSCSB1A3A3A3A3A3B2TS8-2TS7-23"3"TS3TS6CSSTCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1SB8FBk1FBk1FBk1FBk1FBk11' 7 3/16"9 3/16"1' 4 3/16"11 11/16"1' 7 3/16"1' 11 3/4"1' 10 15/16"11 11/16"1' 7 3/16"1' 11 3/4"FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1TS219.2" O.C.TS319.2" O.C.TS419.2" O.C.H1EGRESS @ FULL BASEMENT OPTIONAn additional 8 PSF DL has been added to account fortile load in the mud room and bathroom on this floorAn additional 40 PSF DL has been added to accountfor fireplace load.An additional 20 PSF DL has been added to account forload from kitchen island counter tops.Blocking per site requirement.Refer to Hanson's detail 2/S2.SEE DETAIL FOR DECK LEDGER ATTACHMENT@ FULL FOUNDATION WITH 2 INCH FOAM.Optional Morning Room - ADDPlotID Length Product Plies Net QtyFBk1 2' 4 1/8" 11 7/8" TJI 210 joist 1 1TS1 37' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4TS3 27' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS6 11' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 2Optional Morning Room - REMOVEPlotID Length Product Plies Net QtyTS4 17' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5CSCSA3A3B4TS3BBO20TS6STCa1STCa1STCa1STCa1FBk1FBk1TS41' 7 3/16"1' 7 3/16"1' 7 3/16"1' 10 15/16"FBk1FBk1FBk1TS319.2" O.C.TS319.2" O.C.TS119.2" O.C.MORNING ROOM OPTIONSheet:2OF3A complete Javelin® framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationWEEKES FOREST PRODUCTS, INC. * 2600 COMO AVENUE651-644-9807 * ST. PAUL, MN 55108LIVE LOAD:TOTAL LOAD:40DEFLECTION:L/480 LIVEL/240 TOTALDRAWN BY:JLT52WIND/EXP.:N/ADATE:04.11.23Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.User Defined Point LoadUser Defined Line LoadUser Defined Area LoadBeam By OthersPost By OthersConstruction Detail Callout(See Framer's Pocket Guide)Excessive Point Load(WARNING: Member design did notinclude this load. Special considerationis required by the designer of record.)Required Bearing Length(Only placed at insufficient bearinglocations.)BBOPBOPL: 12KSymbol LegendLayout Start LocationSCALE: 1/4" = 1'-0"Only header openings and roof loads which affect Weyerhaeuserproduct sizes have been denoted on this layout. In addiƟon to any 'CS'detail callouts shown, solid blocking and/or squash blocks are requiredto provide verƟcal load transfer from all concentrated load locaƟons tofoundaƟon below. See Pocket Framer's Guide for appropriate detail(s).Joists may be shiŌed up to 3" if floor panel edgeis supported and span raƟng is not exceeded.DO NOT CUT FLANGES.This layout is intended for the use of Trus Joist® engineered woodproducts only. The subsƟtuƟon of other engineered wood products withthis layout isNOT PERMITTED. Please idenƟfy the TJI®, TimberStrand®LSL, Microllam® LVL, and Parallam® PSL stamps on the product to ensurethat this layout is valid for the products actually installed.Blocking at Kitchen IslandINSTALL (4) 2X6 SQUASH BLOCKS UNDERALL POINT LOADS AT FRONT OF HOUSE.FOR POINT LOADS OVER 10,000#CONTACT LENNAR FOR DETAILS Framing Connector SummaryPlotID Qty Manuf Product Backer Blks Web StiffH1 26 Simpson IUS2.06/11.88 No NoH2 1 Simpson HUS1.81/10 No NoH3 1 Simpson HU11 No NoH5 7 User IUS2.06/11.88 Not Required Not Required 19.2" o.cAccessoriesPlotID Length Product Plies Net Qty1' 0" 3/4" or 7/8" Backer Blocks 1 1423/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 36LEVEL NOTESCurrent Date:4/11/2023File Name:BRISTOL.jvlLevel Name:2nd FloorBuilding Code - Design Methodology:IBC 2012Members with Design Overridden:TJ-Pro Rating (Weighted Average):47Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 42, joist = F17'(i14995)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 63, joist = F15'(i14933)FLOORFloor Container:FC2, FC9Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 12.0 lb/ft² Dead LoadOperator Added Additional LoadsMaximum Allowed Deflection:L/480 Live Load & L/240 Total LoadTJ-Pro Rating Information:Weighted Average:FC2: 47; FC9: 46Directly Applied Ceiling:VariesDecking Attachment:Glue and NailDecking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SFPerpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:NoProductsPlotID Length Product Plies Net QtyF33' 33' 0" 11 7/8" TJI 210 joist 1 6F31' 31' 0" 11 7/8" TJI 210 joist 1 1F27' 27' 0" 11 7/8" TJI 210 joist 1 1F17' 17' 0" 11 7/8" TJI 210 joist 1 17F15' 15' 0" 11 7/8" TJI 210 joist 1 3F10' 10' 0" 11 7/8" TJI 210 joist 1 8FBk1 1' 3 1/16" 11 7/8" TJI 210 joist 1 1TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS2-2 13' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS3 11' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS5-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS4 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS6 5' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 9Wall FramingPlotID Length Product Plies Net QtyTSHd1-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3Optional 3rd Stall Material @ Elevation C3 - ADDPlotID Length Product Plies Net Qty- 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2A3CSB1A3A3A3BBO1BBO2TS2-2TS5-23"3"3"TSHd1-3TS1-2F15'F15'F15'F27'F17'STCa1STCa1STCa1STCa1STCa1STCa1BBOBk1Alt.F31'STCa1FBk1TS4TS31' 3 15/16"1' 2 7/16"1' 2 3/16"1' 7 3/16"STCa1BBOBk11' 10 7/16"1' 9 1/16"1' 5 3/8"1' 7 3/16"1' 3 15/16"1' 9 7/16"1' 10 3/16"1' 4 3/16"H2STCa1TS6H3H1CSH5H5H5H5H5H5H5F33'19.2" O.C.F17'19.2" O.C.F17'19.2" O.C.F10'19.2" O.C.H1H1H1E1H1An additional 8 PSF DL has been addedto account for tile load in the bathroomson this floor.An additional 25 PSF LL has been addedto account for optional garden tub.3RD STALL OPTION @ ELEVATION C3Install hangers upside downfrom joists to rim, referto detail. Move end joists in 1-1/2" for hanger.Optional Morning Room - ADDPlotID Qty Manuf ProductBacker Blks Web StiffH4 10 Simpson IUS2.06/11.88 No YesOptional Morning Room - ADDPlotID Length Product Plies Net QtyF16' 16' 0" 11 7/8" TJI 210 joist 1 7M1-3 17' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 39 1/8" 3/4" x 2 5/16" Web Stiffeners 1 14Optional Morning Room - RemovePlotID Length Product Plies Net QtyF17' 17' 0" 11 7/8" TJI 210 joist 1 7STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 1A3A3F27'STCa1M1-31' 3 15/16"1' 2 7/16"1' 2 3/16"F17'19.2" O.C.F17'.2" O.C.F16'19.2" O.C.F16'19.2" O.C.F17'19.2" O.C.H4MORNING ROOM OPTIONTop of Beam Flush to Top of Floor SystemSheet:3OF3A complete Javelin® framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationWEEKES FOREST PRODUCTS, INC. * 2600 COMO AVENUE651-644-9807 * ST. PAUL, MN 55108LIVE LOAD:TOTAL LOAD:40DEFLECTION:L/480 LIVEL/240 TOTALDRAWN BY:JLT52WIND/EXP.:N/ADATE:04.11.23Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.User Defined Point LoadUser Defined Line LoadUser Defined Area LoadBeam By OthersPost By OthersConstruction Detail Callout(See Framer's Pocket Guide)Excessive Point Load(WARNING: Member design did notinclude this load. Special considerationis required by the designer of record.)Required Bearing Length(Only placed at insufficient bearinglocations.)BBOPBOPL: 12KSymbol LegendLayout Start LocationSCALE: 1/4" = 1'-0"Only header openings and roof loads which affect Weyerhaeuserproduct sizes have been denoted on this layout. In addiƟon to any 'CS'detail callouts shown, solid blocking and/or squash blocks are requiredto provide verƟcal load transfer from all concentrated load locaƟons tofoundaƟon below. See Pocket Framer's Guide for appropriate detail(s).Joists may be shiŌed up to 3" if floor panel edgeis supported and span raƟng is not exceeded.DO NOT CUT FLANGES.This layout is intended for the use of Trus Joist® engineered woodproducts only. The subsƟtuƟon of other engineered wood products withthis layout isNOT PERMITTED. Please idenƟfy the TJI®, TimberStrand®LSL, Microllam® LVL, and Parallam® PSL stamps on the product to ensurethat this layout is valid for the products actually installed. FOUNDATION DETAILAT FOOTING STEP LOCATIONS1S1DescriptionDateRevisionProject Number:Date:S11Sheets: of 2Print Name:Signed: License Number:Nick Hanson46665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.January 1, 20244.0011-1-242024 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2S1WALL SECTIONLOOKOUT WALL CONDITION3S1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4S1WALL SECTIONFULL HEIGHT WALL CONDITION5S1REBAR TABLE6S1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2024©DRAWING USE GUIDELINES AND LIMITATIONSTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE.THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.LIMITATIONS1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOPOF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT).2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT.3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED.5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS.6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURALENGINEERING DOCUMENTS.COLD WEATHER GUIDELINES:1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT WITH FROZEN MATERIALS.4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE.5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.MATERIALSCONCRETE WALLS: F'c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE.AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX.REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60TREATED SILL PLATE: SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING PRESSURE 1,500 PSF MINIMUMGENERAL NOTES1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVESTRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLYSUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESSADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERALCONTRACTOR.2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.3. 112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS.4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIPFOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE.5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS.6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEETUNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, ANDINSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTEDOTHERWISE.8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALLTHICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS.9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BARDIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET.10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVERIS ACHIEVED ON ALL SIDES.11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS.12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN.VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS.13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINORFORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS.14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONSARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALLCORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS INLENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELSMAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHTFOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOADTRANSFER OVER A SILL PLATE OVERHANG CONDITION.15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1.16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS.17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS.18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL ANDDIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICALREINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDINGIS ACHIEVED.19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING.MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS.20.THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOILPRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THERESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGNFOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW ANDCONSENT OF THE HANSON GROUP.EQUIVALENT REBAR TABLEFOR BUNDLED HORIZONTAL BARS(2)#4 = (1)#6(3)#4 = (2)#5(3)#5 = (2)#6GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40)(2) #4 HORIZONTAL BARSBOTH TOP & BOTTOMEXTENDED AT LEAST 24"BEYOND EACH END OF STEPSTABLE BANKHIGH FOOTING MAY BEEXTENDED PROVIDEDBARS ARE PLACED ASSHOWNHORIZ. BARSTOP & BOTTOM6" MIN THICK CONCRETEFOUNDATION, SEE OTHERDETAILS FOR MORE INFOOPTIONAL CONTROL JOINTAT EACH END OF STEP72" MAX SPANEQ.EQ.24" MINDETAIL B3" MIN TYPCONCRETE STRIPFOOTING11BDETAIL A36" MINSTEP2 x STEPSTEP NOTE:DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEPLOCATIONS SHOWNREAR FROST WALLLOOKOUTWALLFULL HEIGHTWALLGARAGE FROSTWALLELEVATIONSHOWN FORREPRESENTATIONPURPOSES ONLY-MAY NOT APPLYELEVATIONSTEP SPACING REQUIREMENTSATYP.6"MIN.WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAYFROM FOUNDATIONOPTIONAL STEM WALLMINIMUM THICKNESS TOMATCH SILL PLATESILL PLATE TO MATCHFRAME WALL ABOVE16" MAX FOR 4" THICK STEM24" MAX. FOR 6" THICK STEMSLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL6" MIN. C.I.P. CONCRETEFOUNDATION WALLUNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDE6"MIN.3'-0" MAX GRADE HEIGHT ABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL @48" O.C. (SAND SOIL)OR 36" O.C. (SANDY-CLAY SOIL)OR 24" O.C. (CLAY SOIL)DOWELS MUST BE WET SET ORDRILLED AND EPOXY GROUTED6" MIN. THICK C.I.P.CONCRETEFOUNDATION WALLSLOPE GRADE AWAYFROM FOUNDATION12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS(1) #4 x CONTHORIZONTAL BARAT TOP OF WALLFRAMING & SILLPLATE BY OTHERSSLAB-ON-GRADEBY OTHERSUNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1(18" MIN WIDTH FOR CLAYBACKFILL OR 16" MIN WIDTH IF2'-6" MAX UNBALANCED BACKFILL)SCOPE OF DRAWINGS:THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED ANDCERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESEDRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANTTO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR.THESE DRAWINGS EXPIRE ON DECEMBER 31, 2024.6"MIN. CLEAR HEIGHT BACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETESTRIP FOOTING PER CODEOR BY BUILDING DESIGNER,AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN BELOW8" MIN. C.I.P. CONCRETEFOUNDATION WALL-SEEREBAR TABLE 6/S1 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON 2/S2FLOOR TO SILLCONNECTION SEE 1/S2WOOD FLOORSYSTEM BY OTHERSSLOPE GRADE AWAYFROM FOUNDATION2x6 MIN SILL PLATECLEAR HEIGHT OF 8'-0" OR LESS(2)#4xCONT. HORIZONTAL BARSCLEAR HEIGHT OF 8'-0" OR MORE(3)#4xCONT. HORIZONTAL BARSCONCRETESLAB-ON-GRADEPLACED TIGHT TOFOUNDATION WALL#4x2'-0" DOWELS @ 72" O.C.MAX (5" MIN. EMBED)GENERAL STRIP FOOTING SIZE GUIDESOILONE-STORY STRUCTURETWO-STORY STRUCTURE2000 PSF16" WIDE x 8" THICK20" WIDE x 8" THICK1500 PSF20" WIDE x 8" THICK26" WIDE x 8" THICKTHIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ONMAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHERCONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10",AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS,HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS.6'-0" MAX WOOD FRAMINGABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAY FROMFOUNDATION AT A GRADUAL 2%SLOPE PER GENERAL NOTE 6SILL PLATE TO MATCHFRAME WALL ABOVE#4 x CONTINUOUS HORIZONTALBARS @ 24" O.C. TYP.OPTIONAL 2" RIGID INSULATION ONINSIDE FACE AND UNDERSLAB-ON-GRADE FOR 24" MIN.UNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1(DROP FOR FROST ASREQUIRED PER SITE DESIGN)#4x2'-0" DOWELS @ 48" O.C.MAX (5" MIN. EMBED)(1) #4 x CONTINUOUS HORIZONTALBAR AT TOP OF WALLOPTIONAL SLAB LEDGECONCRETE SLAB-ON-GRADE8" MIN. C.I.P. CONCRETEFOUNDATION WALL#4 x 5'-0" HOOKS @ 24" O.C.EMBEDDED IN FOUNDATIONWALL & CAST INTO SLAB(MAY REDUCE 2'-0" LEG LENGTH& DRILL IN & EPOXY 8" MIN.INTO FOUNDATION WALL)3'-0"NO HOOKS @ 3'-0" OR LESS GRANULAR MATERIAL (SAND)DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0"#5 VERTICAL BARS @ 24" O.C.CENTERED IN WALL TO AID INTHE REDUCTION OF CRACKINGAND BACKFILLING ISSUES PRIORTO TOP OF WALL PINNINGCONTRACTOR IS TO PROVIDETEMPORARY TOP OF WALLBRACING UNTIL GARAGESLAB-ON-GRADE IS IN PLACE(HOOKS INTO GARAGE SLABPROVIDE REQUIRED TOP OFWALL LATERAL SUPPORT)2'-0"8'-0" OR LESS9'-0" MAX.10'-0" MAX.5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.com.GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/0 COPYRIGHT HANSON GROUP LLC 2024©DescriptionDateRevisionJanuary 1, 2024Project Number:Date:4.001S22Sheets: of 2Print Name:Signed: License Number:Nick Hanson1-1-2446665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.CONNECTION INFOTOP OF WALL CONNECTION TOFLOOR SYSTEM1S2BRICK LEDGE INFO5S2WALL SECTIONAT WINDOW WELL LOCATIONS6S2STOOP INFO7S2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2S2BLOCKING DETAILFLOOR JOIST CONDITION3S2BLOCKING DETAILFLOOR TRUSS CONDITION4S2SITE ADDRESS:City:State:Zip:MNVENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATIONWALL SEE 5/S1WOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS16" HIGH MAX x6" THICK MINSTEM6"MINWOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS6" MIN THICK STEM#4 DOWELS @ 36" O.C.EMBEDDED 24" INTOLOWER WALLFOUNDATIONWALL SEE5/S1VENEER ORSLAB-ON-GRADEBY OTHERS12"VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 2/S1 OR 3/S1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3'-0" MAX VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 4/S1SLAB-ON-GRADEFRAMING BYOTHERS6" MIN THICKSTEMDETAIL @ HIGH GRADESIM @ NON-BEARINGDETAIL @ LOOKOUTSIM @ FROST WALLDETAIL @ FROST WALLSw/ LOW GRADEDETAIL @ LOW GRADESIM @ NON-BEARING112"CLEARMINMAX#4 DOWELS @36" O.C.EMBEDDED 24"INTO LOWERWALL (CENTERIN STEMWALL)6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 2"Ø OR SQUARE WASHER SEE 2/S2FOR SPACING (7" EMBED MIN)-METAL STRAP ANCHORS TO BEINSTALLED AT MANUFACTUREREQUIVALENT SPACINGFLOOR SYSTEM, TYPE,SIZE, AND SPACING TO BEDETERMINED BY OTHERSRIM BOARD OR BRACINGMATERIAL BY OTHERS2x6 SILL PLATE MINIMUMFLOOR TO SILL CONNECTION ATEACH MEMBER SEE TABLE BELOWWASHER TO BE COUNTERSUNKFLUSH w/ TOP OF SILL PLATESEE FULL HEIGHT WALL SECTIONON 5/S1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)FLOOR MEMBERSPACING16"19.2"A(4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBERSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)24"16"19.2"24"16"19.2"24"AAAAAAABAABBBBBCCCDDDDDDDCCONNECTION A(4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC ATEACH MEMBERCONNECTION CCONNECTION D(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ**OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS*ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS72"* 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWNSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS72"72"72"72"72"72"72"72"72"72"72"72"48"60"72"48"60"72"36"48"72"36"36"72"72"72"48"24"24"ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS**ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS48"** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHORSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS60"72"30"36"72"18"24"42"72"72"24"18"20"24"18"24"24"30"42"16"12"14"16"12"16"36"36"N/AN/ASLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONNOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER.WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES.* FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES,FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE.** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH.*** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s.****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE ASTRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE.2x8 SILL PLATE TO BE USED w/MAXIMUM OF 112" OVERHANG(MAINTAIN 234" EDGE DISTANCETO BOTH CONCRETE AND INSIDEOF SILL PLATE) - VERTICAL LOADTRANSFER BY SUPPLIERNAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR@ BLOCKING SEE 1/S22 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWNOR SHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE 2/S2 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE 1/S22 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAYFROM FOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE 2/S2 FOR SPACING OFBLOCKING SYSTEM SHOWN10'-0" MAX 3'-0" MAX GRADE HEIGHT ABOVE TOP OF SLAB 1'-6" MIN 3'-0" EACH WAY MIN112" TYP SLOPE GRADE AWAYFROM FOUNDATION#4 HORIZONTAL BARS @12" O.C. CENTERED INWALLS LAP AROUNDCORNERS AND HOOKINTO FOUNDATION WALL@ EACH SIDE (REFER TO5/S1 FOR HORZ. BARREQUIREMENTS w/ 8"C.I.P. WALLS)6" MIN C.I.P.CONCRETE WALL#4 VERTICAL BARS @EACH OUTSIDECORNER OF WELL(1)#4 x2'-0" DOWEL @EACH OUTSIDECORNER OF WELL (5"MIN EMBED)12" WIDE x 8" THICK MINSTRIP FOOTING(1) #4 HORIZONTALBAR AT TOP OF WALL(2) #4 HORIZONTAL BARSTOP & BOTTOM OFLINTEL EXTEND 24" MINPAST OPENING EACHEND (WOOD OR STEELOPTION BY OTHERS)WALL BEYONDPLACE (2) #4 VERTICALBARS FULL HEIGHT ANDONE ANCHOR w/IN 12" OFOPENING EACH END8" MIN C.I.P.CONCRETE WALLSLAB-ON-GRADEUNREINFORCED CONCRETESTRIP FOOTING SEE FULLHEIGHT WALL SECTION 5/S1LOOKOUTWALLSEE 3/S1GRANULARMATERIAL(SAND)SLOPEWINDOW WELLLADDER/ESCAPEMEANS BYOTHERS5'-0" EACH WAY MAXFLOOR SYSTEM BY OTHERS(DO NOT PLACE GIRDERS ORBEAMS OVER CONCRETE LINTELDESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL ATTHE DISCRETION OF THE BUILDER FOR ADDITIONALFROST PROTECTION AS REQUIRED PER SITE DESIGN6"MIN.BACKFILL HEIGHT (NOT TO EXCEED 10'-0")SEE 5/S1 FOR TYPICALFOUNDATION WALL &FOOTING CONSTRUCTIONMAINTAIN MIN. 6" WIDESTEMWALL WITHEXTERIOR LEDGEWOOD FLOORSYSTEM BY OTHERSBACKFILL BELOW EXTERIORSTOOP SLABS WITH COMPACTEDGRANULAR MATERIAL TO FROSTDEPTH (4'-0" MINIMUM)FLASHING &WATERPROOFINGBY OTHERSSTOOP SLAB BY OTHERS* SEE 1/S2 FOR FLOORTO SILL CONNECTION112" CLEARBUILD UP w/ RIGIDINSULATION BELOW SLABTO MAINTAIN 10'-0" MAX.BACKFILL HEIGHT ASREQ'D OR PROVIDE SITESPECIFIC ENGINEERING(MAY SUBTRACT 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY & CLAY SOILS DUE TO GRANULAR FILL BELOW STOOP SLAB) * MODIFIED CLEAR HEIGHT* SEE REBAR TABLE 6/S1FOR VERTICAL REBAR* SEE 2/S2 FOR ANCHOR BOLTS* FOR REBAR TABLE 6/S1, FLOOR TO SILL CONNECTION TABLE 1/S2, AND ANCHOR BOLT TABLE 2/S2USE MODIFIED CLEAR HEIGHT OF 9'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 8'-6" ANDUSE MODIFIED CLEAR HEIGHT OF 10'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 9'-6"(MAY REDUCE BACKFILL HEIGHT BY 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY AND CLAY SOILS)8'-0" OR LESS9'-0" MAX.10'-0" MAX.8'-0" OR LESS9'-0" MAX.10'-0" MAX.8'-0" OR LESS9'-0" MAX.10'-0" MAX.5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.com.GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/0 DESIGN SPECIFICATIONS: DESIGN BUILDING CODE (REFERRED TO HEREIN AS 'THE BUILDING CODE'): •2020 MINNESOTA RESIDENTIAL CODE DESIGN LIVE LOADS: •ROOF = 35 PSF (LOAD DURATION FACTOR= 1.15) •UNINHABITABLE ATTICS WITH LIMITED STORAGE = 20 PSF (WHERE SPECIFIED ON PLANS) •HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS = 30 PSF•FLOOR = 40 PSF•FLOOR (SLEEPING AREAS) = 30 PSF•GROUND SNOW LOAD = 50 PSF•DECK = 40 PSF•BALCONY = 40 PSF•STAIRS = 40 PSF DESIGN DEAD LOADS: •ROOF TRUSS = 17 PSF (TC= 7, BC= 10) •FLOOR TRUSS = 15 PSF (TC= 10, BC=5)•FLOOR JOIST = 1 0 PSF•STANDARD BRICK = 40 PSF•QUEEN ANNE BRICK = 25 PSF•TILE = 10 PSF (WHERE NOTED ON PLANS) *NOTE: STRUCTURAL FRAMING HAS NOT BEEN DESIGNED FOR GRANITE,MARBLE OR OTHER MATERIALS HEAVIER THAN THE ABOVE LOADING UNLESS SPECIFICALLY NOTED ON PLANS.*. DESIGN WIND LOADS: •ULTIMATE WIND SPEED = 115 MPH•EXPOSURE CATEGORY = B ASSUMED SOIL BEARING CAPACITY = 2000 PSF ASSUMED LATERAL SOIL PRESSURE = 60 PCF FROST DEPTH = 42" SEISMIC DESIGN CATEGORY = A ENGINEERED LUMBER SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES: •TJI 210 SERIES (SERIES AND SPACING PER PLANS)•LSL: E= 1,550,000 PSI, F8=2,325 PSI, Fv=310 PSI, Fc=900 PSI•LVL: E=2,000,000 PSI, F8=2,600 PSI, Fv=285 PSI, Fe= 750 PSI•PSL: E=2, 100,000 PSI, F8=2,900 PSI, Fv=290 PSI, Fc=625 PSI SHEET INDEX: s-o S-3 S-30PT S-4A S-4.1A S-4B S-4.1 B S-4C S-4.1 C S-4D S-4.1 D S-5A S-5B S-5C S-5D COVER SHEET BASEMENT FOUNDATION PLANS BASEMENT FOUNDATION PLANS SECOND FLOOR FRAMING PLANS SECOND FLOOR FRAMING SECOND FLOOR FRAMING SECOND FLOOR FRAMING SECOND FLOOR FRAMING SECOND FLOOR FRAMING SECOND FLOOR FRAMING SECOND FLOOR FRAMING ROOF FRAMING PLAN ROOF FRAMING PLAN ROOF FRAMING PLAN ROOF FRAMING PLAN PLANS PLANS PLANS PLANS PLANS PLANS PLANS ALL ELEVATIONS & OPTIONS OPTIONS ELEVATIONS A2, A2S, A2G & OPTION ELEVATIONS A3, A3S, A3G & OPTION ELEVATION B2 & OPTION ELEVATION B3 & OPTION ELEVATION C2 & OPTION ELEVATION C3 & OPTION ELEVATION D2 & OPTION ELEVATION D3 & OPTION ELEVATIONS A2, A3, A2S, A3S, A2G & A3G ELEVATIONS B2 & B3 ELEVATIONS C2 & C3 ELEVATIONS D2 & 03 SD-1 BRACED WALL AND MISCELLANEOUS FRAMING DETAILS SD-2 BRACED WALL DETAILS GENERAL STRUCTURAL NOTES: 1.THE DESIGN PROFESSIONAL WHOSE SEAL APPEARS ON THESE DRAWINGS IS THE STRUCTURAL ENGINEER OF RECORD (SER) FOR THIS PROJECT. THE SER BEARS THE RESPONSIBILITY OFTHE PRIMARY STRUCTURAL ELEMENTS AND THE PERFORMANCE OF THIS STRUCTURE. NO OTHER PARTY MAY REVISE, ALTER, OR DELETE ANY STRUCTURAL ASPECTS OF THESE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN CONSENT OF KSE ENGINEERING, P.C. OR THE SER. FOR THE PURPOSES OF THESECONSTRUCTION DOCUMENTS, THE SER AND KSE ENGINEERINGSHALL BE CONSIDERED THE SAME ENTITY.2.THE STRUCTURE IS ONLY STABLE IN ITS COMPLETED FORM. THECONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARYBRACING DURING CONSTRUCTION TO STABILIZE THE STRUCTURE.3.THE SER IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES,METHODS, OR TECHNIQUES IN CONNECTION WITH THECONSTRUCTION OF THIS STRUCTURE. THE SER WILL NOT BEHELD RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TOCONFORM TO THE CONTRACT DOCUMENTS, SHOULD ANYNON-CONFORMITIES OCCUR.4.THE SER DOES NOT CERTIFY DIMENSIONAL ACCURACY ORARCHITECTURAL LAYOUT INCLUDING ROOF GEOMETRY. THE SERASSUMES NO LIABILITY FOR CHANGES MADE TO THESE PLANSBY OTHERS, OR FOR CONSTRUCTION METHODS, OR FOR ANYDEVIATION FROM THE PLANS. THE SER SHALL BE NOTIFIEDPRIOR TO CONSTRUCTION IF ANY DISCREPANCIES ARE NOTED ONTHE PLANS.5.ANY STRUCTURAL ELEMENTS OR DETAILS NOT FULLY DEVELOPEDON THE CONSTRUCTION DRAWINGS SHALL BE COMPLETED UNDERTHE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. THESESHOP DRAWINGS SHALL BE SUBMITTED TO KSE ENGINEERINGFOR REVIEW BEFORE ANY CONSTRUCTION BEGINS. THE SHOPDRAWINGS WILL BE REVIEWED FOR OVERALL COMPLIANCE AS ITRELATES TO THE STRUCTURAL DESIGN OF THIS PROJECT.VERIFICATION OF THE SHOP DRAWINGS FOR DIMENSIONS, ORFOR ACTUAL FIELD CONDITIONS, IS NOT THE RESPONSIBILITY OFTHE SER OR KSE ENGINEERING, P.C.6.VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THERESPONSIBILITY OF THE SER. THE CONTRACTOR SHALL VERIFYTHE FIELD CONDITIONS FOR ACCURACY AND REPORT ANYDISCREPANCIES TO KSE ENGINEERING, P.C. BEFORECONSTRUCTION BEGINS.7.THE SER IS NOT RESPONSIBLE FOR ANY SECONDARYSTRUCTURAL ELEMENTS OR NON-STRUCTURAL ELEMENTS,EXCEPT FOR THE ELEMENTS SPECIFICALLY NOTED ON THESTRUCTURAL DRAWINGS.8.THIS STRUCTURE AND ALL CONSTRUCTION SHALL CONFORM TOALL APPLICABLE SECTIONS OF THE BUILDING CODE AND ANYLOCAL CODES OR RESTRICTIONS.9.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKEPRECEDENCE OVER SCALED DIMENSIONS. ALL DIMENSIONS ARETO FACE OF STUD OR TO FACE OF FRAMING UNLESSOTHERWISE NOTED.10.PROVIDE MOISTURE PROTECTION AND FLASHING PERARCHITECTURAL DETAILS. MASONRY 1.ALL MASONRY SHALL CONFORM TO ASTM C-90, F'm=1500 PSI. ALL BRICK SHALL CONFORM TO ASTM C-216, F'm=1500 PSI. ALL MORTAR SHALL BE TYPE 's' (TYPE 'M' BELOW GRADE) ANDCONFORM TO ASTM C-270. COARSE GROUT SHALL CONFORM TO ASTM C-476 WITH A MAXIMUM AGGREGATE SIZE OF %" AND AMINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. 2.ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" ACI 530/ASCE 5/TMS 402 AND "SPECIFICATIONS FOR MASONRY STRUCTURES" ACI 530.1 / ASCE 6/TMS 602.3.THE UNSUPPORTED HEIGHT OF SOLID MASONRY PIERS SHALLNOT EXCEED TEN TIMES THEIR LEAST DIMENSION. UNFILLEDHOLLOW PIERS MAY BE USED IF THE UNSUPPORTED HEIGHT ISNOT MORE THAN FOUR TIMES THEIR LEAST DIMENSION.4.EACH CRAWL SPACE PIER SHALL BEAR IN THE MIDDLE THIRD OFITS RESPECTIVE FOOTING AND EACH GIRDER SHALL BEAR IN THEMIDDLE THIRD OF THE PIERS. PILASTERS TO BE BONDED TOPERIMETER FOUNDATION WALL.5.TOP COURSE OF MASONRY SHALL BE GROUTED SOLID.6.HORIZONTAL WALL JOINT REINFORCEMENT SHALL BE STANDARD 9GAGE GALVANIZED LADDER OR TRUSS TYPE SPACED AT 16"O.C., UNLESS SHOWN OTHERWISE ON THE DRAWINGS.7.SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OFREINFORCEMENT WITHIN THE 6". LAP WITH STANDARD 'T' AND 'L'SHAPED PIECES AT INTERSECTIONS AND CORNERS. FOUNDATIONS: 1. SEE "FOUNDATION GUIDE" BY THE HANSON GROUP ON SHEETSS1 AND S2 FOR FOUNDATION GENERAL NOTES. CONCRETE & REINFORCING 1. SEE "FOUNDATION GUIDE" BY THE HANSON GROUP ON SHEETSS1 AND S2 FOR CONCRETE AND REINFORCING GENERAL NOTES. WOOD FRAMING: 1.SOLID SAWN WOOD FRAMING MEMBERS SHALL CONFORM TO THESPECIFICATIONS LISTED IN THE LATEST EDITION OF THE"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION": (NOS). UNLESS OTHERWISE NOTED, ALL WOOD FRAMING MEMBERS ARE DESIGNED TO BE: SPRUCE-PINE-FIR (SPF) WITH THE FOLLOWING MINIMUM DESIGN VALUES: E= 1,400,000 PSI, Fb=875 PSI, F,= 135 PSI 1. 1. FRAMING: SPF #2. 1.2. PLATES: SPF #3. 1.3. STUDS: SPF STUD GRADE.2.ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETESHALL BE PRESERVATIVE TREATED SOUTHERN YELLOW PINE #2 ORBETTER.3.ANCHOR SILL PLATES IN ACCORDANCE W/ GENERAL STRUCTURALNOTES.4. ALL BEAMS SPECIFIED ARE MINIMUM SIZES ONLY. LARGER MEMBERSMAY BE SUBSTITUTED AS NEEDED FOR EASE OF CONSTRUCTION.5.NAILS SHALL BE COMMON WIRE NAILS UNLESS OTHERWISE NOTED.6.BOLT HOLES AND LEAD HOLES FOR LAG SCREWS SHALL BE INACCORDANCE WITH NOS SPECIFICATIONS.7. INDIVIDUAL STUDS FORMING A COLUMN SHALL BE ATTACHED WITH(2)ROWS 1 Od NAILS @ 6" O.C. STAGGERED. THE STUD COLUMNSHALL BE FULLY BLOCKED AT ALL FLOOR LEVELS TO ENSUREPROPER LOAD TRANSFER. WALL SHEATHING SHALL BE NAILED TOEDGE OF EACH STUD.8.FACE NAIL ALL MULTI-PLY BEAMS AND HEADERS WITH (2) ROWS 16d COMMON NAILS @ 16" O.C., STAGGERED, OR PER MANUFACTURER'S SPECIFICATIONS FOR ENGINEERED LUMBER. APPLY NAILING FROM BOTH FACES FOR (3) OR MORE PLIES. 9.FASTEN 4-PLY BEAMS WITH (1) ½" DIAMETER THROUGH BOLT W/NUTS AND WASHERS AT 12" O.C. STAGGERED TOP AND BOTTOM, 1½" MINIMUM EDGE DISTANCE. (UNLESS OTHERWISE NOTED)10.ALL BEAMS AND HEADERS SHALL HAVE ( 1 )2x JACK STUD & ( 1 )2x KING STUD UNLESS OTHERWISE NOTED. THE NUMBER OF STUDSINDICATED ON PLANS ARE THE TOTAL NUMBER OF JACK STUDSREQUIRED, UNLESS OTHERWISE NOTED.11.PROVIDE KING STUDS AT EACH END OF HEADERS AS NOTED BELOW.(1)STUD UP TO 6' OPENING (2)STUDS UP TO 8' OPENING (3)STUDS UP TO 9' OPENING12.ALL BEAMS TO BE CONTINUOUSLY SUPPORTED LATERALLY ANDSHALL BEAR FULL WIDTH ON THE SUPPORTING WALLS OR COLUMNSINDICATED WITH A MINIMUM OF TWO STUDS, UNLESS OTHERWISENOTED. ALL BEAM SPLICES SHALL OCCUR OVER SUPPORTS.13.SOLID BLOCKING TO BE PROVIDED AT ALL POINT LOADS THROUGHFLOOR LEVELS TO THE FOUNDATION OR TO OTHER STRUCTURALCOMPONENTS.14.ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT <19%) UNLESS OTHERWISE NOTED.15.ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THERESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNEDAND DETAILED BY OTHERS.16.ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVEHOLES IN THE CENTER OF THE STUD UP TO 1" DIAMETER SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIAMETERFOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSONHSS2 OR USP STS1 STUD SHOES, TYPICAL, UNLESS OTHERWISENOTED.17.BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE SIDEWITH OSB OR GYPSUM BOARD. BRIDGING SHALL BE INSTALLED NOTGREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHEREND OF THE STUD IN LIEU OF SHEATHING.18.DIAGONAL BRACING SHALL BE INSTALLED AT EACH END OF BASEMENT BEARING WALLS AND NOT MORE THAN 20' ON CENTER. EXTERIOR WOOD FRAMED DECKS: 1.DECKS ARE TO BE FRAMED IN ACCORDANCE WITH APPLICABLEBUILDING CODES AND AS REFERENCED ON THE STRUCTURALPLANS, EITHER THROUGH CODE REFERENCES OR CONSTRUCTIONDETAILS.2.PRESERVATIVE TREATED WOOD FRAMING TO BE SOUTHERNYELLOW PINE #2 OR BETTER.3.GUARD RAILS REQUIRED AT DECKS. DESIGN BY OTHERS TO MEETMINIMUM CODE REQUIREMENTS.4. PROVIDE DECK LATERAL LOAD AND BRACING CONNECTIONS PERBUILDING CODE. RAFTER FRAMED ROOF CONSTRUCTION: 1.PROVIDE 2x4x4' -o" RAFTER TIES AT 48" O.C.2.RAFTERS SHALL BE SUPPORTED BY PURLINS AND PURLINBRACES AS SHOWN ON THE PLAN. PURLIN BRACES SHALL NOTBEAR ON ANY CEILING JOIST, STRONGBACK OR HEADER UNLESSSPECIFICALLY SHOWN ON PLAN. RAFTERS MAY BE SPLICED ATPURLIN LOCATIONS. 3.CEILING JOISTS SHALL HAVE LATERAL SUPPORT W/ 1 x4 FLATBRACING ON TOP EDGE OF JOIST AT LOOSE JOIST ENDS(WHERE JOISTS NOT FASTENED TO RAFTERS) OR FULL DEPTH BLOCKING. FASTEN END OF BRACING TO RAFTER OR GABLE ENDFRAMING. 4.FASTEN RAFTER AND CEILING JOIST WITH (6) 12d NAILS UNLESSOTHERWISE NOTED.5.PROVIDE VERTICAL 2x6 STRONGBACKS AT CEILING JOISTS @8' -0" O.C. TIE STRONGBACK ENDS TO GABLE STUDS OR RAFTERS WHERE POSSIBLE. PROVIDE BLOCKING BETWEEN TOPPLATES AND STRONGBACKS. PROVIDE 2x4 FLAT FASTENED TOEACH JOIST WITH (2) 12d NAILS. FASTEN STRONGBACK TO 2x4 FLAT WITH 12d NAILS @ 12" O.C. AND FASTENED TO EACH JOIST WITH (1) 12d TOENAIL. WOOD TRUSSES (FLOOR & ROOF): 1.THE WOOD TRUSS MANUFACTURER/FABRICATOR IS RESPONSIBLE FORTHE DESIGN OF THE WOOD TRUSSES. SUBMIT SEALED SHOPDRAWINGS AND SUPPORTING CALCULATIONS TO THE SER FOR REVIEW PRIOR TO FABRICATION. THE SER SHALL HAVE A MINIMUM OF (5)DAYS FOR REVIEW. THE REVIEW BY THE SER SHALL BE FOROVERALL COMPLIANCE OF THE DESIGN DOCUMENTS. THE SER SHALLASSUME NO RESPONSIBILITY FOR THE CORRECTNESS OF THESTRUCTURAL DESIGN FOR THE WOOD TRUSSES.2.THE WOOD TRUSSES SHALL BE DESIGNED FOR ALL REQUIREDLOADINGS AS SPECIFIED IN THE LOCAL BUILDING CODE, THE ASCE STANDARD "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." (ASCE 7), AND THE LOADING REQUIREMENTS SHOWNON THESE SPECIFICATIONS. THE TRUSS DRAWINGS SHALL BECOORDINATED WITH ALL OTHER CONSTRUCTION DOCUMENTS ANDPROVISIONS PROVIDED FOR LOADS SHOWN ON THESE DRAWINGSINCLUDING BUT NOT LIMITED TO HVAC EQUIPMENT, PIPING, ANDARCHITECTURAL FIXTURES ATTACHED TO THE TRUSSES.3.THE TRUSSES SHALL BE DESIGNED, FABRICATED, AND ERECTED INACCORDANCE WITH THE LATEST EDITION OF THE ANSI/TPI 1: "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION".4.THE TRUSS MANUFACTURER SHALL PROVIDE ADEQUATE BRACINGINFORMATION IN ACCORDANCE WITH "BUILDING COMPONENT SAFETY INFORMATION GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING,RESTRAINING & BRACING OF METAL PLATE CONNECTED WOODTRUSSES" (BCSI). THIS BRACING SHALL BE SHOWN ON THE SHOPDRAWINGS. ALSO, THE SHOP DRAWINGS SHALL SHOW THE REQUIREDATTACHMENTS FOR THE TRUSSES.5.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING TEMPORARYBRACING AND SHORING FOR THE FLOOR AND ROOF TRUSSES ASREQUIRED DURING CONSTRUCTION. AT A MINIMUM, CONTRACTORSHALL FOLLOW THE REQUIREMENTS OF THE LATEST BCSI. THECONTRACTOR SHALL KEEP A COPY OF THE BCSI SUMMARY SHEETSON SITE.6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL PERMANENTTRUSS BRACING SHOWN IN THE STRUCTURAL DRAWINGS AND IN THETRUSS DESIGNS. ALL CONTINUOUS LATERAL BRACING OF WEBSREQUIRES BRACES. REFER TO BCSI SUMMARY SHEET BJ FOR TYPESOF DIAGONAL BRACES TO PROVIDE AT EACH CONTINUOUS LATERALBRACE LINE. SUCH DIAGONAL BRACES SHALL NOT BE SPACED MORETHAN 20 FEET O.C. DIAGONAL BRACES SHALL BE FASTENED TOEACH TRUSS WEB WITH A MINIMUM OF TWO 10d FACE NAILS.WHERE CONTINUOUS LATERAL BRACING CANNOT BE INSTALLED, DUETO A MINIMUM OF THREE ADJACENT TRUSSES NOT BEING IDENTICAL,THE CONTRACTOR SHALL COORDINATE WITH THE TRUSS SPECIALTYENGINEER/MANUFACTURER TO DETERMINE WHAT TYPE OF ALTERNATE BRACE (I.E., T OR L BRACE, ETC.) IS REQUIRED. 7.ANY CHORDS OR TRUSS WEBS SHOWN ON THESE DRAWINGS HAVEBEEN SHOWN AS A REFERENCE ONLY. THE FINAL DESIGN OF THETRUSSES SHALL BE PER THE MANUFACTURER.8.TRUSS LAYOUT AND PLACEMENT BY MANUFACTURER TO COINCIDEWITH THE SUPPORT LOCATIONS SHOWN ON THE SEALED STRUCTURALDRAWINGS. TRUSS PROFILES TO BE SEALED BY THE TRUSSMANUFACTURER. TRUSS PLANS TO BE COORDINATED WITH THESEALED STRUCTURAL DRAWINGS.9.TRUSS MANUFACTURER TO PROVIDE REQUIRED UPLIFT CONNECTORSFOR ALL TRUSSES.10.PROVIDE SIMPSON H2.5A, USP RT? OR EQUIVALENT AT EACH TRUSSTO TOP PLATE CONNECTION, UNLESS OTHERWISE NOTED. THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH AND COORDINATED WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. THIS COORDINATION IS NOT THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER OF RECORD (SER) SHOULD ANY DISCREPANCIES BECOME APPARENT, THE CONTRACTOR SHALL NOTIFY KSE ENGINEERING, P.C. BEFORE CONSTRUCTION BEGINS. IT IS THE INTENT OF THE ENGINEER LISTED ON THESE DOCUMENTS THAT THESE DOCUMENTS BE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERROR. THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL OF THE INFORMATION CONTAINED IN THESE DOCUMENTS PRIOR TO THE COMMENCEMENT OF ANY WORK. THE ENGINEER IS NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS, OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. WOOD STRUCTURAL PANELS: 1.FABRICATION AND PLACEMENT OF STRUCTURAL WOOD SHEATHINGSHALL BE IN ACCORDANCE WITH THE APADESIGN/CONSTRUCTION GUIDE "RESIDENTIAL AND COMMERCIAL,"AND ALL OTHER APPLICABLE APA STANDARDS.2.ALL REQUIRED WOOD SHEATHING SHALL BEAR THE MARK OFTHE APA.3.WOOD WALL SHEATHING SHALL COMPLY WITH THE REQUIREMENTSOF LOCAL BUILDING CODES FOR THE APPROPRIATE STATE ASINDICATED ON THESE DRAWINGS. REFER TO WALL BRACINGNOTES IN PLAN SET FOR MORE INFORMATION. EXTERIOR WALLS TO BE FULLY SHEATHED USING �•15" OSB OR PLYWOOD MINIMUM.AT BRACED WALL PANELS, PROVIDE BLOCKING AT ALL SHEETEDGES NOT FALLING ON STUDS OR PLATES.4.ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSUREOR 2. ROOF SHEATHING SHALL BE CONTINUOUS OVER TWOSUPPORTS MINIMUM AND ATTACHED TO ITS SUPPORTING ROOF FRAMING WITH Sci NAILS AT 6" O.C. AT PANEL EDGES AND AT 12" O.C. IN PANEL FIELD UNLESS OTHERWISE NOTED ON THEPLANS. SHEATHING SHALL BE APPLIED WITH THE LONGDIRECTION PERPENDICULAR TO FRAMING. SHEATHING SHALL HAVEA SPAN RATING CONSISTENT WITH THE FRAMING SPACING.PROVIDE SUITABLE EDGE SUPPORT BY USE OF PLYWOOD CLIPSOR LUMBER BLOCKING UNLESS OTHERWISE NOTED. PANEL ENDJOINTS SHALL OCCUR OVER FRAMING. ROOF SHEATHING TO BE yfo" OSB MINIMUM.5.WOOD FLOOR SHEATHING SHALL BE APA RATED SHEATHINGEXPOSURE 1 OR 2. ATTACH SHEATHING TO ITS SUPPORTINGFRAMING WITH (1) 1 Od NAIL AT 6" O.C. AT PANEL EDGES AND AT 12'' O.C. IN PANEL FIELD UNLESS OTHERWISE NOTED ONTHE PLANS. SHEATHING SHALL BE APPLIED PERPENDICULAR TOFRAMING. SHEATHING SHALL HAVE A SPAN RATING CONSISTENTWITH THE FRAMING SPACING. PROVIDE SUITABLE EDGE SUPPORTBY USE OF T&G PLYWOOD OR LUMBER BLOCKING UNLESSOTHERWISE NOTED. PANEL END JOINTS SHALL OCCUR OVERFRAMING. 6.SHEATHING SHALL HAVE A½" GAP AT PANEL ENDS AND EDGESAS RECOMMENDED IN ACCORDANCE WITH THE APA. STRUCTURAL FIBERBOARD PANELS: 1.STRUCTURAL FIBERBOARD SHEATHING SHALL ONLY BE USEDWHERE SPECIFICALLY NOTED ON THE STRUCTURAL PLANS.2.FABRICATION AND PLACEMENT OF STRUCTURAL FIBERBOARDSHEATHING SHALL BE IN ACCORDANCE WITH THE APPLICABLEAFA STANDARDS.3.FIBERBOARD WALL SHEATHING SHALL COMPLY WITH THEREQUIREMENTS OF LOCAL BUILDING CODES FOR THEAPPROPRIATE STATE AS INDICATED ON THESE DRAWINGS. REFERTO WALL BRACING NOTES IN PLAN SET FOR MORE INFORMATION. 4.SHEATHING SHALL HAVE A ½" GAP AT PANEL ENDS AND EDGESAS RECOMMENDED IN ACCORDANCE WITH THE AFA. STRUCTURAL STEEL: 1.STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED INACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AND OF THE MANUAL OF STEEL CONSTRUCTION "LOAD RESISTANCE FACTOR DESIGN" LATEST EDITIONS.2.ALL STEEL SHALL HAVE A MINIMUM YIELD STRESS (Fy) OF 50KSI UNLESS OTHERWISE NOTED.3.WELDING SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE AWAD1. 1. ELECTRODES FOR SHOP AND FIELDING WELDING SHALL BECLASS E70XX. ALL WELDING SHALL BE PERFORMED BY ACERTIFIED WELDER PER THE ABOVE STANDARDS.4.ALL STEEL BEAMS TO BE SUPPORTED AT EACH END WITH A MINIMUM BEARING LENGTH OF 3½" AND FULL FLANGE WIDTHUNLESS OTHERWISE NOTED. BEAMS MUST BE ATTACHED AT EACH END WITH A MINIMUM OF FOUR 16d NAILS OR (2) ½" x 4" LAGSCREWS, OR COLUMN CAP PER MANUFACTURERS INSTALLATIONINSTRUCTIONS UNLESS OTHERWISE NOTED.5.INSTALL 2x WOOD PLATE ON TOP OF STEEL BEAMS, RIPPED TOMATCH BEAM WIDTH. FASTEN PLATE TO BEAM W/ HILTI X-DNI 52 PS PINS AT 12" O.C. STAGGERED OR ½" DIAMETER BOLTSAT 24" O.C. MECHANICAL FASTENERS: 1.ALL METAL HARDWARE AND FASTENERS TO BE SIMPSONSTRONG-TIE OR APPROVED EQUIVALENT.2.ALL HARDWARE AND FASTENERS IN CONTACT WITH PRESERVATIVEPRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZEDIN ACCORDANCE WITH ASTM A 153, G-185.3.MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALSTHAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'SRESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT ANDSELECT APPROPRIATE CONNECTORS THAT WILL RESIST THEAPPLICABLE CORROSIVE CHEMICALS. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Print Name: -+-' Q) Q) ....c (J) I._ Q) > 0 u l9 z 0:: w w z - - 0, Lll V 0, st � ¢ <( "'" a. 0 - 00 z_ � L!1 o;:;; f- -a:: l9 � z� W iis E � c( z z w .J 0w u>CTI a:: C: 0 ';' z � <( "" 0 :;: 0 ,: a, ,: ::r:: Q_ . C 0 (J)•-> 0 (J) Q) -+-' u C 3: 0 -+-' 0 2 0 (J) Q) C C -+-' Ul LO I._..--­OJ ..------2 Project#: 117-21003 Designed By: JPS Checked By: Issue Date: 3/ 4/21 Re-Issue: 8/2/21 Scale: 1/8"=1'-o" @ 11x17 1 / 4"= 1'-0" @ 22x34 S-0 UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. Wall FramingPlotID Length Product Plies Net QtyTSHd1-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3BWPsAbove 199,000 X X 66000 1120 3367 505 240 -130 375 375 505 160 80 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-Jan-15 8:50:48 Page 1Right-Suite® U niv ersal 2023 23.0.01 RSU13410 ...001\2018 Heat Losses\Lennar EN12 Bristol WO.rup Calc = MJ8 Front Door faces: NE EN12Job:Project Summary Date: 2024Entire House Shawn LynchBy: BristolPlan:ELANDER MECHANICAL INC 645 Shenandoah Drive, Shakopee, MN 55379 Phone: 952-445-4692 Project Information Lennar HomesFor: Notes: Design Information Minneapolis-St Paul Int'l Arp, MN, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-15 Outside db °F88Inside db °F70 Inside db °F75Design TD °F85 Design TD °F13Daily range MRelative humidity %50Moisture difference gr/lb31 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh39027 Structure Btuh20272DuctsBtuh994DuctsBtuh433Central vent (SER=50% 146 cfm) Btuh6622 Central vent (SER=50% 146 cfm)Btuh1005Heat recovery Heat recoveryHumidificationBtuh0Blower Btuh1707PipingBtuh0Equipment load Btuh46644 Use manufacturer's data yRate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh23416 Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Semi-tight0Fireplaces Structure Btuh2167DuctsBtuh97Central vent (146 cfm)Btuh3014CoolingHeatingHeat recovery33673367Area (ft²)Equipment latent load Btuh52782162521625Volume (ft³)Air changes/hour 0.130.25 Equipment Total Load (Sen+Lat)Btuh28694Equiv. AVF (cfm)4790 Req. total capacity at 0.81 SHR ton2.4 Heating Equipment Summary Cooling Equipment Summary Make Lennox Make LennoxTrade LENNOX Trade LENNOXModel ML193UH070XE36B-*Cond ML14XC1-036-463A**AHRI ref 202568879 Coil CX35-36B++TDRAHRI ref 207765982Efficiency93 AFUE Efficiency 11.7 EER, 14 SEERHeating input Btuh66000 Sensible cooling Btuh28224Heating output Btuh63000 Latent cooling Btuh5376Temperature rise °F50 Total cooling Btuh33600Actual air flow cfm1181 Actual air flow cfm1120Air flow factor cfm/Btuh0.030 Air flow factor cfm/Btuh0.054Static pressure in H2O0 Static pressure in H2O0Space thermostat Load sensible heat ratio 0.82 20437 Galveston Place 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 X Not required per mech. code Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's " 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 Natural Gas Natural Gas Electric RU199iN ML14XC1-036 Fuel Type Manufacturer Lennox Rinnai Lennox Model ML193UH070XE36B 14 Location of duct or system: Rating or Size Output in Tons:3 Efficiency SEER /EER Residential Load Calculation Heating Loss Heating Gain Cooling Load 46,644 23,416 28,694 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:160 MN License Number Lennar 1413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateNew Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.2/27/2024 Mailing Address of the Dwelling or Dwelling Unit City Lakeville20437 Galveston Place 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: 80 High: Energy Recover Ventilator (ERV) Capacity in cfms:High: Location of duct or system: 000000Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.”(NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 20437 Galveston Place US Home LLC dba Lennar Jesse Schwarzrock 612-346-2648 Jesse.Schwarzrock@Lennar.com Residential Development 57174 Chad Johnson Stantec 651-325-6860 chad.johnson@stantec.com University of Minnesota 5/31/23 2/27/2024Kurt NiskaDigitally signed by Kurt Niska Date: 2024.02.27 08:59:25 -06'00' 2/28/24 X PM