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HomeMy WebLinkAboutLA223623 - 7257 183rd St W-Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND 6" TRIM6" TRIMCORNER BOARD 1286:123:1212" BOX COLUMN BOARD & BATTEN18" H. CEDAR 4x4 BEVEL CUTTO FIT GABLE - PAINT (TYP)W/ 4" TRIM SURROUNDWINDOW GRIDS ASSHOWN, TYP.2020 FIXEDWINDOW W/OPAQUEBACKGROUND4'-6" CORNER BOARD LAP SIDING6" TRM6" TRMSTONE FACEADDRESS LOCATIONT.O. FOUND.T.O. PLATE10'-3 1/4" 1'-2 1/8" 8'-1 1/8"T.O. SUBFL.T.O. SUBFL.T.O. FOUND.T.O. PLATET.O. PLATE9'-1 1/8"10 1/4" CORNER BOARD 18" H. CEDAR 4x4 BEVEL CUTTO FIT GABLE - PAINT (TYP)W/ 4" TRIM SURROUND4" TRIM, TYP.1x4 TRIM1x4 TRIM, TYP./UNONOTE: 4" TRIM & FRIEZE BOARDS, U.N.O.CORNER BOARD CORNER BRD T.O. PLATE10 1/4" 8'-1 1/8"T.O. SUBFL.T.O. PLATET.O. SUBFL.9'-1 1/8" 1'-2 1/8"T.O. FND.2'-0"3'-6"1'-11" 1'-0" 1'-11" 1'-0" 1'-11" 1'-11"3'-6"1'-0" 2'-11"1'-0"1'-11"1'-0"6:126:12 8:128:128:128:123:12 ROOF VENTS6' TYPICAL ICE & WATER SHIELD FOREXTERIOR WALLS & 3' FOR ROOF VALLEYSROOF VENTS BY ROOFINGCONTRACTORT.O. PLATE10 1/4" 8'-1 1/8"T.O. SUBFL.T.O. PLATET.O. SUBFL.9'-1 1/8" 1'-2 1/8"T.O. FND.SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. SIDING STYLESARE PER PLAN.REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT ANDPORCH 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 FORINSTRUCTIONS ON WRAPPING THE WINDOWS.ADDRESS NUMBERS TO BE 4" HIGH MIN. & CONTRAST TO BACKGROUND.ROOF VENT INSTALLATION NOTES:1. ALL ROOF VENTS TO BE INSTALLED OVER 8" WIDE x 9" HIGH OPENINGS INTO THEROOF SHEATHING.2. STANDARD LOCATION OF ROOF VENTS ON GABLE ROOFS TO BE 12" DOWN FROM THEROOF RIDGE TO THE TOP OF THE 8"x9" OPENING.3. HIP ROOFS MAY REQUIRE THE OPNG'S. TO BE CUT FURTHER DOWN FROM ROOFRIDGE TO ALIGN W/ REQUIRED SIDE ROOF VENTS. SEE ROOF PLAN.4. ROOF SHEATHING TO BE REMOVED FROM UNDERNEATH OVER-FRAMED ORPERPENDICULAR ROOF SYSTEMS FOR PROPER AIR MOVEMENT.5. NO ROOF VENT OPENINGS WITHIN 36" OF ANY VALLEY'S.T.O. PLATE10 1/4" 8'-1 1/8"T.O. SUBFL.T.O. PLATET.O. SUBFL.9'-1 1/8" 1'-0 5/8"T.O. FND.T.O. PLATE4'-11 1/2"6:12T.O. PLATE10 1/4" 8'-1 1/8"T.O. SUBFL.T.O. PLATET.O. SUBFL.9'-1 1/8" 1'-0 5/8"T.O. FND.T.O. PLATE8'-1 1/8"T.O. PLATE10 1/4" 8'-1 1/8"T.O. SUBFL.T.O. PLATET.O. SUBFL.9'-1 1/8" 1'-2 1/8"T.O. FND.T.O. PLATE10 1/4"8'-1 1/8"T.O. SUBFL.T.O. PLATET.O. SUBFL.9'-1 1/8"1'-2 1/8"T.O. FND.DISCOVERY SERIESK12F B3S - BURNHAMFOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTESSECTIONS ELECTRICAL PLANSA6MAIN AND UPPER FLOOR PLANS A2A3A5A1DETAILSA4L1LOWER LEVEL FINISH PLANSGENERAL NOTES & DETAILSS-0BASEMENT FOUNDATION PLANS-3ASECOND FLOOR FRAMING PLANS-4AROOF FRAMING PLANS-5ABRACED WALL DETAILSSD-1BRACED WALL DETAILSSD-2FOUNDATION GUIDES1FOUNDATION GUIDES2SCALE:A12ROOF PLAN1/8" = 1'- 0"SCALE:A11FRONT ELEVATION1/4" = 1'- 0"SCALE:A13SIDE ELEVATION1/8" = 1'- 0"SCALE:A14SIDE ELEVATION1/8" = 1'- 0"GARAGE HARDWARE PERCOMMUNITY SPECSGARAGE: MAIN FLOOR: 704 SF1,094 SFLOWER LEVEL FINISH OPTION:772 SFUNFINISHED BASEMENT:1,094 SFUPPER FLOOR: 1,528 SFTOTAL FINISH: 2,622 SFLOWER LEVEL FIN. REC. ROOM OPTION:462 SFSCALE:A17REAR ELEVATION - LOOKOUT1/8" = 1'- 0"SCALE:A18REAR ELEVATION - WALKOUT1/8" = 1'- 0"SCALE:A16REAR ELEVATION - GARDEN FOUNDATION1/8" = 1'- 0"SCALE:A15REAR ELEVATION - FULL FOUNDATION1/8" = 1'- 0"MISC. FRAMING DETAILSSD-3 7257 183rd Street West Voyageur Farms-1st Addition EXTERIOR MATERIALS % LAP SIDING = 22% STONE = 27% BOARD & BATTEN = 34% TRIM = 17%LP VERTICAL BOARD & BATTEN SIDINGFACE APPLIED STONE VENEERLP HORIZONTAL LAP SIDINGFACE APPLIED STONE VENEERHARDBOARD SIDING ON FRONT ELEVATION.HARDBOARD SIDING ON SIDE AND REAR ELEVATIONS.LP HORIZONTAL LAP SIDINGSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode05/08/2024jnuetzman UP 15 R 5/0x3/6 SL 5/0x3/6 SL5/0x3/6 SL FL DR MECH. UNFIN. BATH R.I. SERVICE PANEL PRIMARY LOCATION 17'-10 1/2" 40'-0" 1 1/2"5'-11" 21'-10 1/2" 6'-1"5'-10 1/2"14'-9 1/2"7'-1"1 1/2"1 1/2"15'-5"5 1/2"23'-10 1/2"4"5'-3 1/2"6"39'-10 1/2"1 1/2"16'-2 1/4"5'-8 1/4"6"22'-0"6"22'-6"2'-0"2'-0"111 4"8'-1 1/2"111 4"1'-111 4"16'-1 1/2"1'-113 4" 10'-0"20'-0 1/2"9'-11 1/2" 40'-0" 7'-7"8'-10" 2'-6" 6'-6 1/2"5'-9"3'-8 1/2"2'-8"4'-8" 3'-0"3'-5"3'-3 1/2"12'-10 1/4"3'-0 1/4"13'-4 1/4"13'-4" 45° 4" CONC. SLAB OVER6 MIL. VAPOR BARRIER OVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.) BASEMENT SLAB FOUNDATION NOTE: 8'-4" POURED WALLS 8'-1 1/2" CLG. HGT. CLG. HGT. MAY VARY PER MECHANICAL, ETC. 2x6 BEARING WALL 2x6 TREATED PLATE 17x8 CONC. FOOTINGS (TYP. UNLESS NOTED)7 1/4"2 1/4"8"20" W. X 8" D. CONTINUOUS CONCRETE FTG. AT PERIMETER (MIN. 5,000 PSI TYP.) INSTALL 2" R-10 RIGID INSULATION AROUND PERIMETER OF HOUSE FOUNDATION, TYP. SLOPE CONC. TOWARDS O.H.D. OPENING AS REQ'D SLOPE SLAB1/4" / FOOTPOUR GARAGE SLAB FLUSH ADD R-10 RIGID INSULATION 4" LEDGE AT GARAGE COMMON WALL (TYP)6"10"6"4"4"8" CONCRETE OPENING FOR 16'-0" GARAGE DOOR CONCRETE OPENING FOR 8'-0" GARAGE DOOR 2" LEDGE AT GARAGE WALL (TYP) 2" 6"10" 6" 9'-3 1/2" 1 1/2" DROP FOUNDATION 8" AT GARAGE DOOR 2" LEDGE AT GARAGE WALL (TYP) TEMPORARY WALL- FUTURE HALF WALL BEAM PKT. BASE (3500 P.S.I.)4" CONC. SLAB GARAGE SLAB 8" FPHB FPHB 3 A4 2 A4 1 1/2" 24"x24"x12" DEEP CONCRETE FOOTING 36"x36"x16" DEEP CONCRETEFOOTING 8'-2"10'-1 3/4" 54"x54"x18" DEEP CONCRETE FOOTING 5'-10 3/4"6'-11 3/4"6"5'-5 1/2"4'-0"6'-2 1/4"4'-0 3/4"12'-5" (3)2x12 (2)2x8 EA. END (3)2x12 (2)2x8 EA. END (2)2x10 LINE OF KITCHENISLAND ABOVE5'-11 1/2"2'-3 1/2" (3)2x10 (2)2x6 (3)2x8 (2)1 3/4"x11 7/8" LVL FLUSH (2)2x6 EA. END 7'-8" 2'-4 1/4"7'-6"7'-0 3/4" 3 A4 3 A4 **NOTE** CANTILEVER PLATE 1 1/2" AT LOOKOUT WALLS UNEXCAVATED FILL FOR SLAB UNEXCAVATED FILL FOR SLAB 2x4 FLAT STUD WALL DRYWALL FIN.22'-6"45'-0"6'-1 1/2"48'-0"6"1 1/2"1'-0"26'-9 3/4"11 7/8" LSL11 7/8" LSL11 7/8" LSLLINE OF BEARING WALL ABOVE (2)1 3/4"x11 7/8" LVL FLUSH 21'-9 1/4"2'-8 3/4"10'-4" 9'-2"3'-4" **NOTE** 2x8 WALLS AT LOOKOUT FURN RETURN W.S. R.I. SUMP 6'-6"3'-0"2x4 WALLW.H.TANKLESSAIREXCHG.NOTE: ADDITIONAL JOIST AT LINE OF KITCHEN CABINETS ABOVE 10'-2"JOISTJOIST17'-10 1/2" 1 1/2"8'-10 1/2"1 1/2"9'-9"7'-1"5 1/2"5'-0" LOOKOUT2x8 RETURN5'-0" LOOKOUT2x8 RETURN8" 5/0x3/6 SL R-5 RIGID INSULATION R-5 RIGID INSULATION **NOTE** NO PLATE CANTILEVER AT WALKOUT WALLS 5/0x3/6 SL 5'-0 1/2" 6/0x6/8 PATIO DR 9'-0" 21'-10 1/2" 40'-0" (3)2x12 (2)2x6 EA. END (2)2x10(2)2x10 FL DR MECH. UNFIN. BATH R.I. SERVICEPANEL PRIMARY LOCATION 17'-10 1/2" 40'-0" 1 1/2"21'-10 1/2"1 1/2"1 1/2"15'-5"5 1/2"23'-10 1/2"4"5'-3 1/2"6"39'-10 1/2"1 1/2"16'-2 1/4"5'-8 1/4"6"22'-0"6"22'-6"2'-0"2'-0"1114"8'-1 1/2"1114"1'-1114"16'-1 1/2"1'-1134" 10'-0"20'-0 1/2"9'-11 1/2" 40'-0" 7'-7"5'-9"3'-8 1/2"2'-8"4'-8" 3'-0"3'-5"3'-3 1/2"12'-10 1/4"3'-0 1/4"13'-4 1/4"13'-4" 45° 4" CONC. SLAB OVER6 MIL. VAPOR BARRIER OVER DEPTH OF FOOTING GRAVEL BASE (2500 P.S.I.) BASEMENT SLAB FOUNDATION NOTE: 8'-4" POURED WALLS 8'-1 1/2" CLG. HGT. CLG. HGT. MAY VARYPER MECHANICAL, ETC. 2x6 BEARING WALL 2x6 TREATED PLATE 17x8 CONC. FOOTINGS (TYP. UNLESS NOTED)8"20" W. X 8" D. CONTINUOUS CONCRETE FTG. AT PERIMETER (MIN. 5,000 PSI TYP.) INSTALL 2" R-10 RIGID INSULATION AROUND PERIMETER OF HOUSE FOUNDATION, TYP. SLOPE CONC. TOWARDS O.H.D. OPENING AS REQ'D SLOPE SLAB1/4" / FOOTPOUR GARAGE SLAB FLUSH ADD R-10 RIGID INSULATION 4" LEDGE AT GARAGE COMMON WALL (TYP)6"10"6"4"4"8" CONCRETE OPENING FOR 16'-0" GARAGE DOOR CONCRETE OPENING FOR 8'-0" GARAGE DOOR 2" LEDGE AT GARAGE WALL (TYP) 2" 6"10" 6" 9'-3 1/2" 1 1/2" DROP FOUNDATION 8" AT GARAGE DOOR 2" LEDGE AT GARAGE WALL (TYP) BEAM PKT. BASE (3500 P.S.I.) 4" CONC. SLAB GARAGE SLAB 8" FPHB FPHB 3 A4 2 A4 1 1/2" 24"x24"x12"DEEP CONCRETE FOOTING 36"x36"x16"DEEP CONCRETE FOOTING 8'-2"10'-1 3/4" 54"x54"x18" DEEP CONCRETEFOOTING 5'-10 3/4"6'-11 3/4"6"5'-5 1/2"4'-0"6'-2 1/4"4'-0 3/4"12'-5"11 7/8" LSL11 7/8" LSLLINE OF KITCHENISLAND ABOVE5'-11 1/2"2'-3 1/2" (3)2x10 (2)2x6 (3)2x8 2'-4 1/4" 3 A4 3 A4 UNEXCAVATED FILL FOR SLAB UNEXCAVATED FILL FOR SLAB 2x4 FLAT STUD WALL DRYWALL FIN.22'-6"45'-0"6'-1 1/2"48'-0"6"1 1/2"1'-0"26'-9 3/4" NOTE: HOLD T.O. EGRESS WELL 8" BELOW T.O. FOUND. WALL 2/8x3/8 CSMT (3) 2x12 1'-6"5'-10" 2'-3"2'-3"4'-4"15'-3 1/2"1 1/2"11 7/8" LSLUP 15 R 8'-10" 2'-6" 6'-6 1/2" TEMPORARY WALL- FUTURE HALF WALL (2)1 3/4"x11 7/8" LVL FLUSH (2)2x6 EA. END 7'-8" 7'-6"7'-0 3/4" LINE OF BEARING WALL ABOVE (2)1 3/4"x11 7/8" LVL FLUSH 21'-9 1/4"2'-8 3/4"10'-4" 9'-2"3'-4" (2)2x8 EA. END FURN RETURN W.S.R.I. SUMP 6'-6"3'-0"2x4 WALLW.H.TANKLESSAIREXCHG.NOTE: ADDITIONAL JOIST AT LINE OF KITCHEN CABINETS ABOVE 10'-2"JOISTJOIST1/2" ROCK, 8" DEEP 20" x 8" CONC. FTG. W/ SILL SEALER (TR) 2x6 SILL PLATE GRADE R-20 BATT INSUL. BOLT AT 72" O.C.1/2" DIA. x 10" ANCHOR 8" W. POURED CONC.FOUNDATION WALL CONC. SLAB PER PLAN EXT. FIN. PER PLAN DOUBLE TOP PLATE HEADER AT WIN. 4 MIL POLY 8" 2" WRB PER PLANFLR. SYSTEM VAPOR BARRIER R-10 RIGID INSUL. OR APPROV. STRAP 42" MIN.WATERPROOFING REQ'D. @ TOP OF FDN. WALL R-20 INSUL. @ RIM RIM BOARD 6" MIN.1/2" EXT. SHEATHING CONC. SLAB 20" x 8" CONC. FOOTING FOUNDATION WALL DOUBLE TOP PLATE PER PLAN FLR. SYSTEM 8" W. POURED CONC. 1/2" DIA. x 10" ANCHOR BOLT AT 72" O.C.R-20 BATT INSUL. 2x8 (TR.) SILL PLATE W/ SILL SEALER GRADE EXT. FIN. PER PLAN OR APPROV. STRAP 3'-6"R-20 SPRAY FOAM INSUL. RIM BOARD R-10 EXT. FDN. INSUL. 1/2" SHEATHING R-5 RIGID INSULATION WATERPROOFING TOP OF FDN. WALL CANT PLATE 1 1/2" SQUASH BLOCKS @ ALL POINT LOADS 2x8 STUDS @ 16" O.C. SIDE WALL WALKOUT FDN. ONLY 4" WEEPS EVERY 6' WATERPROOFING6" MIN.1/2" ROCK, 8" DEEP WRB AT FOUNDATION 4" D. x 8" H. LEDGE PER PLAN SUBFLOOR FLOOR SYSTEM RIM BOARD CONC. STOOP7 3/4"ENTRY DR.MAX. TO10" 30 MIL PVC MEMBRANE SEAL ALL SEAMS, CORNERS & EDGES W/ 35 MIL POLYETHYLENE BACKED SYNTHETIC BUTYL RUBBER ADHESIVE MEMBRANE 1/2" SHEATHING (2") R-10 EXTERIOR R-20 SPRAY FOAM INSUL. WATERPROOFING REQ'D.@ TOP FDN. FOUNDATION INSULATION2x8 SILL PLATE W/ ANCHOR BOLTS 1 1/2" CANT'D. ALIGN W/ FDN. WALL THRESHOLDSUBFLOOR FLOOR JSTS/TRUSSES 20"x8" CONC. 2x6 TOP PLATE CONC. SLAB PER PLAN PER PLAN16" O.C. (TYP) 2x6 STUDS @ 2x6 TREATED PLATE SECURED W/ POWDERED ACTUATED FASTENERS @ 24" O.C.1"4"x1/2" TRT'D. PLYWOOD, HOLD UP 1" FROM FTG. EACH SIDE BY ENGINEER FTG. U.N.O. 4" CONC. SLAB FLOOR SYSTEM GARAGE SLAB SLOPE: 4" 20" x 8" CONC. FOOTING PER PLAN 20" x 8" CONC. FOOTING8"PER PLANWATERPROOFING B.O. FTG. GRADE 3'-6" MIN.VAPOR BARRIER 4" CONC. SLAB TOP OF CURBTOP OF FDN. TREATED 2x SILLPLATE W/ SILL SEALER SHEATHING EXT. MTR'L. PER PLAN RIM BOARD (BY MFG.) 5/8" GYP. SHEATHING R-10 EXTERIOR FDN.INSULATION 10" 6"4" 2" CERTI-STUD ATFOUNDATION LEDGE R-20 SPRAY FOAM INSULATION WATERPROOFING REQ'D. AT TOP OFFOUNDATION WALL 2x6 SILL PLATE W/ ANCHOR BOLT / STRAPNO CANT. AT GARAGE STD. RIM DETAIL HOUSE BASELINE DIM. NOTE: NO R-5 INSUL. REQ'D. AT GAR./HOUSE INT. COMMON WALLS 4" WEEPS EVERY 6'4"(PLATE SIZE PER PLAN)6"MIN.NOTE: FOUNDATION SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS AT LEAST 6" GAR. OUT TO OUT DIM. 1/2" ROCK, 8" DEEP TREATED 2x10 BACK TO ALLOW HOLD FNDTN. WALL FOR 2x BLOCKING 8"8"GRADE WINDOW WELL WITH 8" POURED CONCRETE EGRESS WINDOW PER PLAN DRAIN FIELD BATT INS. (TR) 2x8 SUBFRAME SOCKED DRAINTILE CONNECTSTO INTERIOR N.T.S. MIN. PER EGRESS NOTE: 44" MAX. FROM T.O. SLAB TO EGRESS WDW. LADDER PER PLANHEADER PER PLAN 42"4'-4" WATERPROOFING PER PLAN FLR. SYSTEM RIM BOARD (BY MFG.) EXT. FIN. PER PLAN RIGID INSUL.R-10 EXT. FDN. 1/2" EXT. SHEATHING WATERPROOFING 2x8 SILL PLATE CANT. 1 1/2" 2x8 STUDS 4" WEEPS EVERY 6' 1/2" ROCK FILL BELOW GRADE ON OUTSIDEWATERPROOFING ALL WALLS PERIMETER OF EGRESS WLL WRB 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 AT BOTH TOP & BOTTOM OR BY ADEQUATE TEMPORARY BRACING ·WALLS WITH EQUAL BACKFILL ON BOTH SIDES REQUIRE NO REINFORCING FOR WALL LENGTHS LESS THAN 25'-0" LONG AND HORIZONTAL REINFORCING ONLY FOR WALLS LONGER THAN 25'-0" ·EXTERIOR WATERPROOFING SHALL COMPLY W/ R406.2 PER 2020 MN RESIDENTIAL CODE, WATERPROOFING SHALL EXTEND FROM TOP OF INSIDE EDGE, ACROSS TOP AND DOWN EXTERIOR FACE OF FOUNDATION WALL TO FOOTING ·EXTERIOR FIBERBOARD INSULATION TO BE APPLIED OVER WATERPROOFING. ABOVE GRADE TO BE 2" THICK R-10 CERTISTUD OR EQUAL TO ALLOW FOR SIDING APPLICATION. BELOW GRADE TO BE R-10, 2 3/8" THICK FIBERBOARD (WATCHDOG OR EQUAL). SILL PLATE TO OVERHANG FOUNDATION BY 1 1/2" TO ALIGN FOUNDATION INSULATION WITH 1/2" SHEATHING ABOVE. A GROUND BREAKER PRODUCT WILL BE USED TO TRANSITION 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 ON FOUNDATION, 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 REQUIREMENTS 5/0x3/6 SL 5/0x3/6 SL5/0x3/6 SL 17'-10 1/2" 1 1/2"5'-11" 21'-10 1/2" 6'-1"5'-10 1/2"14'-9 1/2"7'-1"1 1/2"7 1/4"2 1/4"8"20" W. X 8" D. CONTINUOUS CONCRETE FTG. AT PERIMETER (MIN. 5,000 PSI TYP.) 1 1/2" (3)2x12 (2)2x8 EA. END (3)2x12 (2)2x8 EA. END (2)2x10 1'-0"R-5 RIGID INSULATIONR-5 RIGID INSULATION CORRUGATED STEEL EGRESS WELL 75"W. x12"H. x 36"D.1 1/2"2'-3"12'-1"14'-8"6'-0"3'-5" **NOTE** CANTILEVER PLATE 1 1/2" AT REAR WALL 2x8 STUD WALL @16" O.C. ON 54" H. CONC. WALL 2x8 STUD WALL ON 42" H. CONC. WALL KEYSTONE BLOCK RETAINING WALL 168"W. x12"H. x 36"D. INTERIOR DIMENSION 2x8 STUD WALL ON42" H. CONC. WALL SCALE:A2 2 FOUNDATION PLAN - LOOKOUT 1/4" = 1'- 0" SCALE:A2 4 FOUNDATION PLAN - WALKOUT 1/4" = 1'- 0" SCALE:A2 1 FOUNDATION PLAN - FULL FND. 1/4" = 1'- 0" SCALE:A2 6 LOOKOUT DETAIL 3/4" = 1'- 0" SCALE:A2 7 WALKOUT DETAIL 3/4" = 1'- 0" SCALE:A2 8 BEARING WALL 3/4" = 1'- 0" SCALE:A2 9 FRONT STOOP DETAIL 3/4" = 1'- 0"SCALE:A2 10 GARAGE COMMON WALL DETAIL 3/4" = 1'- 0"SCALE:A2 11 FND. REAR WALL CORNER DTL. 3/4" = 1'- 0" SCALE:A2 5 EGRESS WELL DETAIL 3/4" = 1'- 0" SCALE:A2 3 FOUNDATION PLAN - GARDEN 1/4" = 1'- 0" UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. R & S2x6 GREAT ROOMGARAGEPWDR.36" H. 2x4 WALLW/ WOOD CAP3/6x8/0 SRO17'-1"21'-6 1/2"5'-6"5 1/2"5 1/2"5 1/2"3'-6"3'-6"5'-6"9'-3"7'-8 1/2"40'-0"5 1/2"15'-1"5 1/2"5'-7 1/2"4'-1"2'-1"7'-0" EQUAL EQUAL 5 1/2" 6'-0" 16'-3 1/2" 40'-0" 23'-8 1/2" 1'-2"1'-2"1114"8'-1 1/2"1114"1'-1114"16'-1 1/2"1'-1114"10'-0"10'-0"20'-0"40'-0"STONE VENEERWITH 2' RETURNAT CORNERS16'x8' O.H. GARAGE DOOR8'x8' O.H. GARAGE DOOR5 1/2"15'-5 1/2"8"5'-5 1/2"5 1/2"22'-2 1/2" 45'-0"2'-0"7'-6 1/2"5'-0"3'-5 1/2"3'-3 1/2" 8'-0"45°5'-1"FOYER2A42A42'-4"4'-7"9'-9 1/2"13'-11 1/2"3'-0"3/0x6/0 SH 5 1/2"3'-7" 3/0x8/0 SRO STORAGER & S4'-5 1/2"2"HALL3"(5)2x64" DIA. X 0.237 WALLTHICKNESS STANDARDSTEEL PIPE COLUMN(2)2x10(5)2x43 1/2"22'-6" 3 1/2" 22'-6"5'-10"3'-6"5'-0 1/2"NOTE:SHEETROCK & FIRETAPEENTIRE GARAGE2'-0" 48'-0" 2'-0"10'-5 1/2"1'-0"36" H. 2x6 WALLW/ WOOD CAP3'-3 1/2"W14x34 STEEL BEAM FLUSH TOP CONT.2ND FLOOR LINE ABOVE 3A43A4SEALED22x30ATTICACCESS266826682 6 6 8 2 8 6 8 PEDSTL ELECTRIC FIREPLACEOPTION, SEE 3/A39 1/2" I-JOIST 9 1/2" I-JOIST UP 16RDN 15RKITCHEN3'-7"2'-4"3'-81 2" 6'-11" 10" O.H. 3'-2" DW 34 1/2" H. 2x4 WALLTO EXTEND 1" PASTFACE OF CABINET5'-8 1/2"7'-0 1/2"4'-4"5'-3"4'-7"3/0x8/0 SROR & S4'-9"4'-10"FLR. BRK.28682468W.I.C1'-812"DROP PANTRYCEILING 12"PANTRY(4) 16" SH.(4) 16" SH.WOODSTEPS6'-8 1/2"4'-7"1'-7"5'-3 1/2"19'-10"29'-6 1/2"R & S CONC. INSET STEP7" R/12" TR/42" WROOF TRUSSES(2)2x6(2)2x4ROOF GIRDER TRUSS(2)2x4JOISTSTRUCTURAL GABLE END ROOF TRUSSFURRED-OUT WALL(1)1 3/4"x9 1/2" LSL FLUSH CONT.2x6 @ 16" O.C.BALLOON FRAMED WALL3/0x6/0 SH3/0x6/0-2 SH(3)2x12(2)2x6 EA. END3/0x6/0 SH3/0x6/0 SH(2)2x6 EA. END6/0x6/8 PATIO DOOR(2)2x12 CONT.(2)2x6 EA. END(2)2x6 JCK(3) 2x6 KING(2)2x6 JCK(3) 2x6 KING(3)2x12TP3 0 6 8 TR(2)2x6(2)2x6(2)2x10(2)2x6(3)1 3/4"x9 1/2" LVLFLUSH(2)2x6(2)2x6(2)2x10 DROPPED(2)2x4EA. ENDREFR DINING24684x4 POST w/SIMPSONABA44Z BASE& BC4 CAP2x6 LEDGERSEE STRUCT.(2)2x10(2)2x10(2)2x4POCKETPORCH12" BOX COLUMN(2)1 3/4"x7 1/4" LSL2'-7"2/0x4/0 SH4'-0"3'-5"ADDITIONAL STONE VENEER ON ELEVATION B3S ONLY ADDITIONAL STONE VENEERON ELEVATION B3S ONLY(2)2x12 CONT. FOR B3 ELEVATIONCHANGE TO (2) 1 3/4"x11 7/8" LSL FOR B3S ELEV.3/0x5/0-2 SH3/0x5/0 SH3/0x5/0-2 SH60" VANITYR & S FLR. BRK. FLR. BRK. R & S R & S R & S10'-10"11'-0 1/2"15'-10"11'-6"15'-3"7'-10"4'-1 1/2"11'-0"11'-6"R & STPOWNERS SUITEOWNERS BATHBEDROOM #4BEDROOM #3BEDROOM #2LOFTLAUNDRYW.I.C.W.I.C.5'-2"2'-1"5'-6"5'-5 1/2"2'-1"2x6 2x6 PLUMBING WALL 40'-0" R & S 5 1/2"5 1/2"6'-2 1/2"9'-7 1/2"8'-4 1/2"40'-0"5 1/2"5 1/2" 5 1/2"5 1/2"18'-11 1/2"15'-1"2'-11 1/2"7'-6"7'-6"4'-0"13'-0"37'-0"7'-6 1/2"5'-2"10'-4"14'-0"4'-2 1/2"3'-2"4'-4"5'-6"3'-4"4'-1112"5'-10 1/2"5'-0"8'-11 1/2" 4'-11"6'-6"5'-0"2A42A43A43A42'-0" 1'-0"(3)2x6ROOF GIRDER TRUSS(3)2x6(2)2x10 (2)2x10 21'-0"15'-0"25'-0"22'-0"18'-0"15'-9 1/2"1'-0"2/0x2/0-2 FIXED(2)2x10SEALED 22x30 ATTIC ACCESS 3'-7" ROOF TRUSSES ROOF TRUSSES 3'-9"7'-0"HALL BATH5'-0"4'-11"2'-9"3'-2"1'-0"2'-0"4"2x6 WALL 4'-10 1/2"42" H. 2x4 WALL W/ WD. CAP2'-512"2'-5"9'-4"2'-0"266820684068 BI-PASS2'-9"(2)2x103/0x5/0 SH 2/0x4/0 SH26685068 BI-PASS3'-6"R & S2'-4 1/2"4'-11 1/2"36" H. WALLW/ WOOD CAP16682 4 6 8 2 8 6 813"26682 6 6 826682668 26682/8x7/0 SROOPT.LAUNDRYSINKTBTBSH346032x60 W/SH(3)2x10(2)2x6 EA. ENDDN 16 RTP(2)2x10R & S60" VANITY5'-3"LINEN(4) SH.1'-9"LINEN(4) SHELVESFLR.BRK.4'-2 1/2"2668 WIRE SHELF @ 64" AFF WASHERDRYER GENERAL NOTES:·FIRST FLOOR CEILINGS TO BE 9'-1 1/8" ROUGHCEILING HEIGHT (U.N.O.)·T.O. FIRST FLOOR WINDOWS TO BE FRAMED AT7'-11" (U.N.O.)·SECOND FLOOR CEILINGS TO BE 8'-1 1/8" ROUGHCEILING HEIGHT (U.N.O.)·T.O. SECOND FLOOR WINDOWS TO BE FRAMED AT6'-11" (U.N.O.)·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.0.)·GARAGE WALLS TO BE 2x4 @ 16" O.C. (U.N.O.)·INSTALL 5/8" FIRECODE GYPSUM BOARD ON ALLGARAGE CEILINGS AND ADJOINING HOUSE WALLS·ALL INTERIOR HOUSE WALLS TO HAVE 1/2" GYPSUMBOARD, ALL HOUSE CEILINGS TO HAVE 5/8"FIRECODE GYPSUM BOARD·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TOTHE 2x6 PLUMBING & BEARING WALLS PER PLAN(U.N.O.) ALL INTERIOR WALLS FRAMED @ 16" O.C.·ALL ANGLED WALLS ARE 45 DEGREES (U.N.O.)·ALL POINT LOAD SUPPORTS (JACK STUDS) TO BECARRIED THRU EACH FLOOR LEVEL TO BEAR ONFOUNDATION, INSTALL BLOCKING IN FLOORSYSTEM BELOW ALL POINT LOAD SUPPORTS·ALL WOOD IN CONTACT W/ CONCRETE TO BEPRESSURE TREATED WOOD·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.)·S.R.O. SIZES LISTED ARE THE FINISHEDSHEETROCK OPENING WIDTH AND HEIGHT PERPLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0")·FLOOR BREAK INDICATES CHANGE IN FLOORINGMATERIAL, REFER TO THE SPECIFICATIONS FORACTUAL FLOORING MATERIALS SELECTED·REFER TO SPECIFICATION INFORMATION FOR ALLAPPLIANCES & THE APPROPRIATE ELECTRICAL ORGAS HOOK-UP REQUIREMENTS FOR EACH·REFER TO SPECIFICATION INFORMATION FOR ALLTUB AND SHOWER SURROUND MATERIALS·REFER TO SPECIFICATION INFORMATION & CABINETSHOP DRAWINGS FOR KITCHEN & BATH CABINETLAYOUT, SIZES & FEATURES PER CABINETSUPPLIER·ALL BATHROOM FANS TO BE VENTED TO EXTERIOR·TOWEL BARS MOUNTED AT 54" AFF, TOILET PAPERHOLDERS MOUNTED AT 24" AFF·ALL PANTRY & LINEN CLST'S. TO RECEIVE WIRESHELVING, (U.N.O.)·ALL CLOSETS TO RECEIVE (1) ROD & (1) WIRE SHELF(U.N.O.)·ALL WASHERS ON RIGHT SIDE, ALL DRYERS ONLEFT SIDE·AT ALL BATHROOM VANITIES, INSTALL WOOD STUDFRAMING SO ELECTRICAL OUTLET IS CENTEREDON VANITY.NOTE:WINDOW FALL PROTECTION TO BE PROVIDEDIN ACCORDANCE WITH R312.2.14'-8 1/8" R.O.5'-11" FRAMED7 1/4"6'-0" FINISHED9'-0"4'-8 1/8" R.O.7 1/2"FRAMED7 1/2"FRAMED1'-6"1'-6 3/4" R.O.DRYWALL BACKTO WALLALLUSION 60 ELECTRICFIREPLACE5'-11"FRAMED2x8 FRAMING,FLOOR TO CLG1/2" DRYWALL FINISH4'-8 1/8" R.O.1'-6 3/4" R.O.CEILINGRECEPTACLETECH.TUBE2x10 BLOCKINGBACKER8"8"8"8"CL6'-6"EQ.EQ.CL1'-6"INSTALL OUTLET ONDEDICATED CIRCUIT NEARTOP RIGHT OF FP UNIT2x STUDS,SIZED PERFLOOR PLANSCALE:A31MAIN FLOOR PLAN1/4" = 1'- 0"SCALE:A32UPPER FLOOR PLAN1/4" = 1'- 0"SCALE:A33ELECTRIC FIREPLACE OPTION3/8" = 1'- 0"FIREPLACE FRAMING DTL.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Temper 25/32" OSB SUBFLOOR25/32" OSB SUBFLOORVAPOR BARRIERR-49 BLOWN INSULATION5/8" DRYWALL CEILING, TYP.CEILINGMANUF. TRUSSES24" O.C.12PER PLANBATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL INTERIOR W/ 4 MIL. POLY, TYP.7/16" OSB SHEATHING, TYP.VAPOR BARRIER2x6 STUDS @ 16" O.C.WALL CONST.SIDING PER SPEC LEVELHOUSE WRAPR-20 SPRAY FOAM INSULATIONRIM CONST. - R-20 MIN. 7/16" OSB SHEATHING, TYP.BATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATES1/2" DRYWALL INTERIOR, TYP.9 1/2" RIMBOARDHOUSE WRAPVAPOR BARRIER2x6 STUDS AT 16" O.C.ROOF CONST.ASPHALT SHINGLES PER SPECS.WATERGUARD ICE BARRIER AT EAVESWALL CONST.SIDING - MATERIAL PER SPEC LEVEL7/16" OSB SHEATHINGINSUL. CHUTES/EA. TRUSS SPACE15# FELT2x6 SUBFASCIA7/16" OSB SHEATHINGINSTALL WINDWASHWINDOW FALL PROTECTIONALL WINDOWS, WITH SILLSBELOW 36" A.F.F. TORECEIVE 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 ADD SQUASH BLOCKS@ ALL POINT LOAD LOCATIONSSOFFIT & FASCIA-MTRL. PER SPEC. LEVELSHALL EXTEND TO THE B.O.THE TOP CHORD OF TRUSS EXTERIOR SHEATHINGAS A RIDGED WIND WASH/ EAVE BAFFLE, MOISTUREBARRIER TO TERMINATE ATTHE SAME LOCATION9 1/2" I-JOIST FLOOR SYSTEM11 7/8" LSL FLOOR SYSTEMSTD. ENERGYHEEL HT.MIN. 6"6" GRAVEL FILL6 MIL POLY / LAPPED 12" 4" CONCRETE SLAB20x8 CONC. FTG.APPROX. GRADE(CANT. PLATE 1 1/2" TO ALIGNW/ 1/2" INSIDE SHEATHING.)8" POURED CONC. WALLFDN. WALL CONST."WATCH DOG" WATERPROOFING2" CERTI-STUD INSUL (R-10)2 3/8" "WATCHDOG" (R-10)XP BOARD TO GRADEINTERIOR R-5 RIGID INSULATION7/16" OSB SHEATHING TYP.BATT INSULATION (R-20 MIN.)2x8 TOP & BOTTOM PLATESHOUSE WRAPVAPOR BARRIER2x8 STUDS 16" O.C. (LOOKOUT ONLY)WALL CONST.SIDING PER SPEC. LEVELRIM CONST. - R-20 MIN. 2x8 TR. SILL PLATE W/ A.B. (SEE SHT. S2)R-20 SPRAY FOAM INSULATION7/16" OSB SHEATHINGREFER TO ROOF PLAN FOR ROOFPITCH AND OVERHANGS9'-1 1/8"T.O. SUBFL.T.O. HEADERMIN. CODE DEPTHFDN. @ STOOPS,DEPTH MAY VARYPER CITY OR SITECONDITIONS10 1/4" 8'-1 1/8"T.O. SUBFL.T.O. PLATE9'-1 1/8"T.O. PLATET.O. FOOTINGT.O. SUBFL.T.O. PLATE1'-0 5/8"T.O. FOUND.3'-6"4'-11 1/2"**NOTE**2x8 WALLS AT LOOKOUTGREAT ROOM2'-0"4'-10"38'-0"2'-0"6'-0"PWDR.FOYERCLST.BEDRM #3OWNERS SUITE LAUNDRYW.I.C.HALLSTORAGE11 7/8" LSL, SPACING PER MANUFACTURER9 1/2" I-JOISTS, SPACING PER MANUFACTURERREFER TO ROOF PLAN FORROOF PITCH AND OVERHANGS10 1/4" 8'-1 1/8"T.O. SUBFL.T.O. PLATE9'-1 1/8"T.O. PLATET.O. FOOTINGT.O. SUBFL.T.O. PLATE1'-0 5/8"T.O. FOUND.3'-6"4'-11 1/2"**NOTE**2x8 WALLS AT LOOKOUTDININGT.O. FOUND.GARAGE HALL3'-6" 10'-3 1/4"14'-6"10'-0"LOFTOWNERS BATHW.I.C.37'-0"8" 4"11 7/8" LSL SPACING PER MANUFACTURER9 1/2" I-JOIST FLOOR SYSTEMLENNAR WILL INSTALL A "PASSIVE RADON READY" SYSTEM.ALL BASEMENT SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY 6 MILPOLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURESWILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USINGPOLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMPBASKETS WILL HAVE SEALED LIDS.LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THEDRAIN TILE SYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILLUSE THE SHORTEST ROUTE TO EXIT THE ROOF SYSTEM, WITH A MAX. OF (2) 90DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILL BEINSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "RADON GAS VENTSYSTEM" AT ALL ACCESSIBLE LOCATIONS. ALSO, ALL RADON PIPES WILL BE LABELEDAT ALL FLOORS FOR FUTURE REFERENCE.AT ROOF EXIT LOCATIONS, WE WILL MAINTAIN A 10' DISTANCE TO ANY WINDOWLOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THELOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANYOBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. LENNAR WILLINSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FAN ADDITION.RADON NOTE:HOUSE 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 CORNERS3456789SEAMS11 7/8" LSL FLOOR SYSTEM4" GRAVEL FILL6 MIL POLY / LAPPED 12" 4" CONCRETE SLAB20x8 CONC. FTG.8" POURED CONC. WALLFDN. WALL CONST."WATCH DOG" WATERPROOFING2 3/8" "WATCHDOG" (R-10)INTERIOR R-5 RIGID INSULATION7/16" OSB SHEATHING TYP.BATT INSULATION (R-20 MIN.)2x6 TOP & BOTTOM PLATESHOUSE WRAPVAPOR BARRIER2x6 STUDS 16" O.C.WALL CONST.SIDING PER SPEC. LEVELAPPROX. GRADEXP BOARD TO GRADE6" GRAVEL FILL6 MIL POLY / LAPPED 12"4" CONCRETE SLAB25/32" OSB SUBFLOOR8" POURED CONC. WALL"WATCH DOG" WATERPROOFINGFDN. WALL CONST.20x8 CONC. FTG.RIM CONST. - R-20 MIN. 2x8 TR. SILL PLATE W/ A.B.R-20 SPRAY FOAM INSULATION11 7/8" RIMBOARD (NOTE: SEE SHEET7/16" OSB SHEATHINGAPPROX. GRADEPER R312.2.12" CERTI-STUD INSUL (R-10)2 3/8" "WATCHDOG" (R-10)CANT. I JOIST 1 1/2", W/ STD. RIMADD SQUASH BLOCKS@ ALL POINT LOAD LOCATIONSA2 FOR SIDE WALL / REAR WALL DTLS.)ADD INVERTED HANGER AT REAR WALL.NOTE: R-5 INSUL.REQUIRED AT WALKOUTSIDE WALLS ONLYXP BOARD TO GRADE11 7/8" LSL FLOOR SYSTEMSCALE:A42SECTION3/16" = 1'- 0"SCALE:A41TYP. WALL SECTION - LOOKOUT FOUNDATION3/8" = 1'- 0"SCALE:A44HOUSE WRAP DETAIL AT WINDOWN.T.S.SCALE:A43SECTION3/16" = 1'- 0"SCALE:A41ATYP. WALL SECTION - WALKOUT FOUNDATION3/8" = 1'- 0"SCALE:A41BTYP. WALL SECTION - FULL FOUNDATION3/8" = 1'- 0" SERVICEPANELPRIMARYLOCATIONGFIP3UP TO SWITCHSDFPHBFPHBDEDICATEDCIRCUITFURNRETURNW.S.R.I.SUMPW.H. TANKLESSCLG. MT.AIR EXCHG. GFIP (WP)DUPLEX CONVENIENCE OUTLETDUPLEX OUTLET ABOVE COUNTERWEATHERPROOF DUPLEX OUTLETHALF-SWITCHED DUPLEX OUTLETDUPLEX OUTLET IN FLOOR220 VOLT OUTLETWALL SWITCHTHREE-WAY SWITCHFOUR-WAY SWITCHCEILING MOUNTED INCANDESCENT LIGHT FIXTURERECESSED INCANDESCENT LIGHT FIXTURELIGHT FIXTURE WITH PULL CHAINFLOURESCENT LIGHT FIXTUREEXHAUST FANCHIMESSMOKE DETECTORTHERMOSTATELECTRIC PANELPCWPELECTRICAL KEY DUPLEX OUTLET (GROUND FAULT PROTECTED)GFIPRECESSED INCANDESCENT EYE BALL FIXTURECARBON MONOXIDE DETECTORELECTRIC VEHICLE CHARGER ROUGH-IN (OPTIONAL)LED FIXTURELMULTI-MEDIA JACKEVCMMTCMSDCHPLUGMOLD PM34WASHERDRYER 32x60 W/SHMMLLSDSDSDSDCMSDCMSDLLLLMMLLL3 L33 LLL34UP TO SWITCH3 4R.I. FANW/ LIGHTGASGFIPLLGFIPGFIPGFIPLLL4 LGMMGFIP (WP)LCLG. MNT.FOR G.D.O.CLG. MNT.FOR G.D.O.333GFIP EVCGFIP GFIP LLL3LSDLLLLL3MICROLLLLGFIP (WP)3333LLLL3L3UP TO SWITCHLCH3DN TO FIXTURELGASGFIPTELEC. R.I. TO JUNCTIONBOX FOR FUTURE OUTLETINSIDE CABINETLLLAND 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 DETECTORSNOTE: ELEVATION A SHOWN (OTHERS SIMILAR)SCALE:A51MAIN FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A52UPPER FLOOR ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A53UNFINISHED BASEMENT ELECTRICAL PLAN1/4" = 1'- 0"SCALE:A53AWALKOUT BASEMENT ELECTRICAL PLAN1/4" = 1'- 0" HEADER1/2" GYPSUM BD.1/2" GYPSUM BD.WIN. OPNG.2x6 HEADER PLATEINSULATE1 1/4" RIM BOARD2x6 DOUBLE TOP PLATE2x6 SILL PLATESUBFL.INSULATE2" SPRAY6'-11 3/8" TO T.O. WIN. R.O.SUBFL. AT 8' CLG. 8'-0" TO SUBFL. AT 9' CLG.1x2 AT EA. SIDE OFWINDOW OPENINGSHEATHINGFOAM INSUL.FLOOR SYSTEM PER PLAN1/2" GYPSUM BD.TRUSS BTM. CHORDTOP PLATEDOUBLE WIN. OPNG.WIN. HDRS.SHEATHING2x6 HDR. PLATET.O. WIN. R.O.6'-11 3/8" TO SUBFL.INSULATEINT/EXT WALL INTERSECTIONINTERIOR WALL CORNER2x6 EXTERIOR WALL1/2" GYPSUM BOARD2x6 R.W. 2x4 R.W. 2x6 EXTERIOR WALL2x2 R.W. INSIDE CORNEROUTSIDE CORNERINSULATE STUDCAVITIES OF ALLCORNERS AND INTERSECTIONSOF OUTSIDE WALLSSIDING2x4 INTERIOR WALL 2x4 BACKINGAT MID HGT.2x4 INT. WALLSHEATHING(EXT. FIN. MAY VARY PER PLAN)PER PLANEXT. MAY 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 NOTCUT, EXTEND UP WALL 8" MIN.CEMENT BOARD, OVER LINERCERAMIC TILEWOOD SUBFLOORGROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERTICAL TO DRAIN2-PIECE SHOWER DRAIN SYSTEMTILE SHOWER WALLAND DRAIN DETAILTILE SHOWERCERAMIC TILE W/ BULLNOSEDEDGE AT LIPCEMENT BOARD, OVER LINERWOOD SUBFLOOR(2) 2x4 SLEEPERS AT 8" O.CPVC SHOWER PAN LINER, DONOT CUT. CONTINUE OVERPLATFORM 12" MIN.GROUT SOLID W/ MORTARCERAMIC TILE, SLOPED1" VERT. TO DRAINCERAMIC TILE PLATFORM FLOOR1'-0" MIN.PLATFORM DETAIL3/4" OSBTILE SHOWERCEMENT BOARDTILE FLOORWOOD SUBFLOORCERAMIC TILE W/BULLNOSED EDGEOWNER'S BATHROOMSERENITY SHOWERCURB DETAIL(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 SCREED36"24"4"30 1/2"(2) USP B88 CLIPS W/FRAMING HEIGHT FOR BOX PIERFINISH WIDTH IS PER PLAN(6) 3/8" x 1" LAG SCREWSTOP RAIL OF RAILING1/2" OSB SHEATHINGINSTALL ICE/WATER SHEILDBEHIND B88 CLIPS2X6 BACKER AT MID POINTBOTTOM RAIL OF RAILING24" IS MOST TYPICAL WIDTHPER PLAN W/ 36" MOST TYPICAL INSTALL 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 / RAIL DETAIL3/4" = 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" Weyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam? File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to: www.damagereport.ilevel.com Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.com Sheet 1 of 3Rev.4ByDateJLH2-29-24CommentsRemove rim at stairs per updated engineering.Drawn By:Justin H.Original Date:3-7-2023LENNAR - MNK12F - BURNHAM A3,B3,C3,C2,D3,D2Architectural Drawings Prepared By:LennarStructural Drawings Prepared By:NA3-2023NADrive nails at an angle to minimize splitting of plate One 10d (3") box nail each side of member at bearing, 112" minimum from end See framing plan (if applicable) or iLevel® Framer's Pocket Guide for minimum end and intermediate bearing lengths. TJI® JOIST NAILING REQUIREMENTS at BEARING 134" minimum bearing at end support; 312" minimum at intermediate support TJI® Joist to Bearing Plate Shear transfer: Connections equivalent to floor panel nailing schedule One 8d (212") box nail each side. Drive nails at an angle at least 112" from end. Squash Blocks to TJI® Joist (Load bearing wall above) One 10d (3") box nail into each flange 10'-0" 11'-6"1'-0"1'-0"1'-0" 1'-0" 9'-0"9'-0"6'-0"3'-0"1'-0" 1'-0"1'-0"360 1'-0" 12'-0" 17" 13" 15'-6" 15'-6" SQUARE OR RECTANGULAR HOLE SIZE Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support 16'-0" 15'-6" 21'-0" 20'-6" 18'-0" 17" 17'-0" DO NOT cut, notch or drill holes in headers except as indicated in illustrations and tables. For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. Distances are based on the maximum uniform loads shown in current Trus Joist® product guides. For other load conditions or hole configurations 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"560 560 360 360 1'-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 SIZE Table B - Intermediate or Cantilever Support 10'-6" 9'-6" 15'-0" 13'-6" 4'-0" 8'-0"2'-6"230 3'-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" 230 560 360 1'-0" 1'-0" 1'-0" 230 560 210 360 1'-0" 1'-0" 1'-0" 1'-0" 1178"1'-0"230 360 110 210 560 2'-0" 1'-0" 1'-6" 360 210 110 3'-0" 1'-0" 1'-0" 9'-0"5'-0"1'-0" 2'-6" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-0" 1'-0" 1'-0" 1'-6" 2'-0" 1'-0" 5'-6" 5'-6" 3'-0" 11'-0" 10'-0" 4'-0" 7'-0" 6'-6" 6'-6" 10'-0" 13'-6" 12'-6" 5'-6" 9'-6" 3'-0" 8'-6" 5'-6" 2'-6" 5'-0" 4'-0" 1'-0" 4'-6" 7'-0" 2'-0" 8'-0" 5'-6" 2'-0" 1'-6" 4'-6" 4'-0" 9'-0" 9'-6" 11'-0" 4'-6" 12'-0" 8'-0" 9'-0" 8'-0" 6" 3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" DEPTH 912" TJI® 210 110 2" 2'-0" 1'-6" 18" 20" 1'-0"360 560 560 360 1'-0" 1'-0" 1'-0" 560 1'-0" 4" 4" 3'-6" 3'-0" 612" 7'-6" 7'-6" 878"11" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 8"10" 1'-0" 10'-0"5'-0" 11'-0"5'-0" 1'-0" 2'-0" 7'-0" 7'-0" 3'-0" 12" 6'-6" 15" 7'-6"3'-0"2'-6" 4'-6" 4'-6" 2'-0" 1'-6" 3'-6" 2'-6" 1'-0" 1'-0" 1'-0" 3'-0" 1'-0" 1'-0" 2'-0" 4'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 3'-0" 3'-0" 1'-0" 1'-0" 12'-6"6'-0"2'-0" 10'-0" 10'-6" 13'-6" 12'-0" 10'-6" 14'-6" 13'-0" 1'-0" 3'-6" 2'-0" 5'-0" 9'-0" 7'-6" 1'-0" 5'-0" 4'-0" 2'-6" 6'-0" 4'-6" 10'-0" 9'-0" 13'-0" 16'-0" 14'-6" 13'-0" 12'-6" 15'-0" 14'-0" 9'-6" 12'-0" 11'-0" 10'-0" 10'-0" 8'-0"3'-6" 5'-0" 1'-0" 6'-0" 9'-6" 5'-0" 10'-6" 5'-6" 3'-0" 2'-6" 8'-0" 7'-6" 6'-6" 12'-0"9'-0" 9'-0" 1'-0" 6" 1'-6" 1'-0" 1'-0" 3" 1'-0" 3'-0" 2'-6" 2'-0" 1'-6" 2" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4" 4'-0" 3'-6" 4"612" 7'-0" 6'-6" 11"878" 10'-0" 12'-0" 11'-6" 11'-0"10'-0"5'-0" 6'-6" 4'-0" 2'-6" 11'-0" 9'-6" 8'-0" 1'-0" 8" 1'-6" 10" 13'-6" 14'-6" 14'-6" 14'-0" 12'-6' 11'-0" 15"12" 13" 11'-0" 10'-6" SQUARE OR RECTANGULAR HOLE SIZE 13" 6'-0" 6'-6" ROUND HOLE SIZE Minimum distance from edge of hole to inside face of nearest end support 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-0" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"1'-0"560 16" 14" 1'-0"360 210 230 560 1'-0" 1'-0" 1'-0" 210 230 110 1'-0" 1'-0" 1'-0" 1178" 912" 110 230 360 210 1'-0" 1'-0" 1'-0" 1'-0" 110 230 360 210 1'-0" 1'-0" 1'-6" 1'-0" 8'-0"1'-6" 3'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 8'-0"5'-6" 1'-6" 2'-0" 6'-0" 3'-6" 4'-0" 9'-0" 3'-0" 3'-6" 2'-6" 6'-0" 6'-6" 5'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 2'-6" 2'-0" 1'-6" 2'-0" 2'-6" 3'-0" 2'-0" 4'-0" 3'-6" 2'-6" 3'-0" 5'-0" 6'-0" 7'-0" 5'-6" Table A - End Support 3" DEPTH TJI® 2" 4"878" 11" 1'-6" 2'-0" 1'-0" 2'-6" 2'-0" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 5'-0"3'-6" 8'-0" 2'-6"1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 3'-6" 1'-0" 1'-0" 1'-0" 2'-0" 2'-0" 1'-6" 9'-6"8'-0" 9'-0" 8'-0" 10'-0" 7'-0" 6'-6" 9'-0" 9'-0" 8'-6" 8'-0" 7'-0" 6'-0" 6'-6" 1'-6" 2'-6" 2'-0" 2'-0" 2'-6" 4'-0" 3'-0" 3'-0" 3'-6" 3'-0" 2'-6" 2'-6" 3'-6" 5'-0" 4'-6" 4'-0" 7'-6" 7'-0" 6'-6" 6'-0" 3"2" 4"11"878" Also see detail B2 612" 5'-0" 5'-0" 5'-6" 6'-0" 2'-6" 3'-0" 4'-6" 2'-6" 1'-0" 1'-6" 1'-0" 2'-6" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0" 612" 4'-6" 5'-0" 5'-0" 5'-6" 5'-0" 5'-6" 6'-6" 4'-6" 3'-6" 4'-0" 4'-0" 6'-6" 3'-0" 2'-6" 5'-6" 7'-0" 5'-0" 4'-0" 3'-0" 3'-6" 5'-0" 2'-6" 1'-6" 2'-0" 1'-0" 3'-0" 1'-0" 1'-0" 3'-0" 5'-6" 1'-0" 1'-0" 5'-6" 5'-6" 6'-6" 4'-6" 4'-0" 4'-6" 5'-0" 7'-0" 3'-6" 3'-6" 6'-6" 7'-6" 6'-0" 5'-0" 5"5"7"7" 1'-0" 1'-0" 1'-0" 5" 4'-0" 4'-6" 2'-6" 3'-0" 6'-6" 5'-6" 1'-0" 5'-6" 3'-6" 3'-6" 3'-6" 1'-0" 2'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 7" 4'-0" 3'-0" 2'-0" 3'-6" 4'-0" 3'-6" 1'-0" 6'-6" 6'-0" 5'-6" 7'-6" 2'-6" 8'-6" 5'-0" 7"5" 5'-6" 6'-6" 3'-6" 2'-6" 5'-6" 4'-0" 4'-0" 2'-0" 7'-0" 5'-6" 5'-0" 7'-0" 2'-6" 8'-0" 7'-6" 4'-6" 4'-0" 6'-0" 8'-0" 11'-0" 6'-0" 9'-6" 8'-6" 10'-0" 11'-0" 5'-6" 7'-6" 8'-6" 10'-0" 6'-0" 7'-0" 7'-0" 5" 1'-0" 1'-0" 1'-0" 1'-0" 7" 1'-0" 1'-0" 1'-0" 1'-0" 5" 7" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 5" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 1'-0" 1'-0" 7"5" 1'-0" 1'-0" 3'-6" 1'-6" 6'-6" 4'-0" 6'-0" 8'-6" 7" 1.3E TimberStrand® LSL allowed hole zone dd Microllam® LVL and Parallam® PSL allowed hole zone middle 13 span 1.3E TimberStrand® LSL hole zone Microllam® LVL and Parallam® PSL hole zone 2 x diameter of the largest hole (minimum) d 13 depth 1" 2" 134" MAXIMUM ROUND HOLE SIZE HEADER DEPTH 438" 714" to 20" 512" See illustration for Allowed Hole Zone Other Trus Joist® Trus Joist® Headers and Beams 1.55E TimberStrand®LSL Headers and Beams ALLOWABLE HOLES - Headers and Beams 13 depth 2 x diameter of the largest hole (minimum) 2 x diameter of the largest hole (minimum)Allowed hole zone 8"8" See illustration for allowed hole zone 1114"-11 78" 14" to 16" 914"-912" HEADER DEPTH MAXIMUM ROUND HOLE SIZE 358" 458" 3" No holes in headers or beams in plank orientation. Round holes only General Notes General Notes No holes in headers or beams in plank orientation. Allowed hole zone suitable for uniformly loaded headers and beams only. Round holes only No holes in cantilevers. BEAM ATTACHMENT at BEARING This sheet is intended as a supplement to the Trus Joist® Framer's Pocket Guide, which should be referenced for additional information. THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING Allowable Load 400 475 Allowable load determined in accordance with AC 124. Corrosion-resistant fasteners required for wet-service applications. 114" TimberStrand® LSL rim board EXTERIOR DECK ATTACHMENT Structural exterior sheathing See fastener table below. Maintain 2" distance (minimum) from edge of ledger to fastener. 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for TJI® blocking panels 912" deep or shorter than 12" long. Do not cut flanges. GENERAL TRUS JOIST PRODUCT ASSEMBLY DETAILS E1 E1W Web stiffeners required each side at E1W Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with ten 10d (3") box nails, clinched when possible. H2 Backer block both sides of web with single TJI® joist Filler block: Attach with ten 10d (3") box nails, clinched. Use ten 16d (312") box nails from each side with 312" TJI® joist flange widths. Use fifteen nails with TJI® joist depths greater than 16". 12" lag bolt LA 38" lag bolt Fastener Flashing Treated 2x_ ledger 400 N.A. 118" Trus Joist® rim board Web stiffener each side. See sizes below. W Tight fit WEB STIFFENER ATTACHMENT Gap: 18" minimum 234" maximum Three 8d (212") box nails, clinched (Three 16d (312") box nails at 312" TJI® joist flange widths 112" 112" Load bearing or shear wall above (must stack over wall below) TJI® blocking panel Web stiffeners required each side at B1W and B2W B2 B1 B1W B2W 116" 2x4 minimum squash blocks Use 2x4 minimum squash blocks to transfer load around TJI® joistCS Load from above 2x4 minimum squash blocks 116" With top flange hangers, backer block required only for downward loads exceeding 250 lbs or for uplift conditions. NOTE: STUCTURAL DOCUMENTS FOR THIS PROJECT PER THE DESIGN PROFESSIONAL OF RECORD SHALL SUPERCEDE ALL ASSEMBLIES SHOWN IN THIS SECTION, ALSO REFER TO TRUS JOIST® PLACEMENT PLANS (AND MATERIAL SCHEDULES) FOR REQUIRED MATERIAL. Coordinate load requirements with the design professional of record. Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI ® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished 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 or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI ® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved. TimberStrand® LSL, Trus Joist® rim board, or (Microllam® LVL with EOR approval) see placement plan. TimberStrand® LSL, Trus Joist® rim board, or (Microllam® LVL with EOR approval) TimberStrand® LSL, Trus Joist® rim board, or (Microllam® LVL with EOR approval) TimberStrand® LSL, Trus Joist® rim board, or (Microllam® LVL with EOR approval) see placement plan. B4 End of joist at centerline of support. Blocking panels required. Load bearing or shear wall above (must stack over wall below when present) Plate nail - 16d (0.135" x 312") at 16" on-center* Floor panel nail - 8d (0.131" x 212") at 6" on-center* A3W W Toe nail - 10d (0.131" x 3") at 6" on-center* When sheathing thickness exceeds 78", trim sheathing tongue at rim board Web Stiffeners required each side at A3._W A3 A3.2A3.1 A3.3 A3.1 W A3.2 W A3.3 TimberStrand® LSL, Trus Joist® rim board, or (Microllam® LVL with EOR approval) see placement plan. For rim board thicker than 1 34" - Attach TJI® Joist to rim board with one 10d (0.128"x3") nail. Top nail from TJI® joist into rim board. - Connect corner with four 10d (0.128"x3") nails. Toe nail from side of parallel closure into rim board. *Conventional construction code minimum for use with A3 only. See the Trus Joist TJI® Specifier's Guide, #TJ-4000, and the Trus Joist® Rim Board Specifier's Guide, #TJ-8000, for A3.1-A3.3 installation specifications and applications. Double top plate Stud Kingstud Header plate stops at inside face of trimmers Header - per plan (bears directly on trimmers) Trimmers - per plan Header cripple Typical Header Detail Window/ Door Opening Only header openings and roof loads which affect Trus Joist product sizes have been denoted on this layout. In addition to any CS detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See pocket framer guide for appropriate detail(s). ASSUMED BEARING LENGTH FOR BEAMS At parallel walls assume 1-1/2" end bearing, at perpendicular walls assume full wall width end bearing UNO. ALLOWABLE JOIST SHIFTS Individual joists can be shifted up to 3" maximum from their on-center spacing to avoid hanger interference/plumbing drops/post. (DO NOT EXCEED 24" O.C. MAXIMUM SPACING) CANTILEVERS/TRUSSES Design assumes all trusses at floor cantilevers are connected to the wall and NOT to the Trus Joist rimboard. If trusses need to connect to the Trus Joist rimboard, contact Weyerhaeuser for a connection detail prior to installation. JOIST & BEAM HANGER FACE NAILING REQUIREMENTS* FOR 3 & 4 PLY SUPPORTING MEMBERS For IUS or THF Hangers - Use 10d (0.148") x 3" nails. For MIU, HU, HHUS, HGUS or HD, THD, THDH Hangers - Use 16d (0.162") x 3-1/2" nails. *For hangers that have joist fasteners/connections, fill all holes with the manufacturer's recommended fasteners. **FLOOR & ROOF DESIGN PARAMETERS** Face mount hanger Top flange hanger Verify column capacity and beam bearing length. See current iLevel® literature. L5L1 BEARING AT COLUMN Column See current Trus Joist® literature for framing connectors L6 Additional nailing or bolting may be required with side-loaded multiple-member beams. Refer to current product literature. CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS (1) Minimum of 3 rows 10d (3" x 0.128") nails at 12" o.c. Minimum of 4 rows 10d (3" x 0.128") nails at 12" o.c. for 14" and deeper beams If using 12d (314") or larger nails, the number of nailing rows may be reduced by one. (1) Load must be applied evenly across entire beam width. Otherwise, use connections for side-loaded beams. 312" Width Pieces: Minimum of 2 rows 12" bolts at 24" o.c. staggered 134" Width Pieces: L2 L3 Protect untreated wood from direct contact with concreteL4 BEARING AT WALL BEARING FOR DOOR OR WINDOW HEADER Strap per code if top plate is not continuous over header BEAM TO BEAM CONNECTION BEARING AT CONCRETE WALL TimberStrand® LSL, Trus Joist® rim board, (Microllam® LVL with EOR approval), or TJI® blocking for lateral support BEAM DETAILS 2' TJI® JOIST 2" 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to 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 at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers.E1 ALT WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. 16' max deck2' 11 7/8" - 16" TJI® 2" 6" 16' max deck2' 9 1/2" TJI®6" 2x_ Furring 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. Inverted hanger (see hanger list on Trus Joist structural layout) Treated ledger 1 18" x 11 7/8" Trus Joist® rim board Inverted hanger (see hanger list on iLevel structural layout) Treated ledger E1 ALT LA 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. E1 ALT LA 9.5 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. Timberstrand ® LSL rim board to match TJI® depth 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. Attach reinforcement to TJI® joist with 8d (212") common nails at 6" on- center. When reinforcing both sides, stagger nails. E3E2 2 '-0 " m a x im u m Face grain horizontal 4'-0" length of 34" reinforcement on one side at E2, both sides at E3 ALT ALT Timberstrand ® LSL rim board to match TJI® depth 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to 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 at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. WARNING Joists are unstable until braced laterally, Safety bracing required during installation.Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. Timberstrand ® LSL rim board to match TJI® depth UNLESS NOTED OTHERWISE FLOOR LIVE LOAD DEFLECTION CRITERIA: L/480 FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF SNOW LIVE LOAD: 35 PSF ROOF DEAD LOAD: 20 PSF (TRUSSED ROOFS) ROOF DEAD LOAD: 15 PSF* (TJI/RAFTER) *Dead Loads are adjusted for slope correction TJI® blocking panel A1 PB1 1 3 jo is t s p a n 8 ' m a x .Apply subfloor adhesive to all contact surfaces Option #3: Option #1: Option #2: TJI® Joist blocking with end blocks installed at 13 joist-span locations using two 8d (0.113" x 212") nails or 2 12" screws, typical 2x_ strapping installed at 13 joist-span locations using two 2 12" screws per joist, typical Directly applied ceiling When specified on the layout, one of the above bracing options is required Additional Notes the area of a 7-1/4" circumscribed hole A smaller hole can be drilled within centered in the depth of the joist circumscribed 7-1/4" hole smaller hole drilled within circumscribed area of 7-1/4" hole assuming the circumscribed hole is a minimum of 3'-6" from face of bearing 1-1/2" x 11-7/8" 1.5E TimberStrand LSL floor joist Round holes larger than 3-5/8" up to 7-1/4" max. in 1.5" x 11-7/8" 1.5E TimberStrand LSL joist only Edge of large holes need to be at least 4 times the diameter of the largest hole (for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the next hole is a small 12" diameter hole). The hole must be centered within the joist vertically. No square or rectangular holes No more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span. See chart below for minimum distance from inside face of bearing to edge of hole for holes larger than 3-5/8" but not greater than 7.25" Minimum distance from edge of hole to inside face of bearing (end or intermediate) 4"5"6.5" 7.25" 2'-0"2'-0" 3'-0"3'-6" 1.5E TimberStrand®LSL Prescriptive Chart 13 depth 2 x diameter of the largest hole (minimum) 8" See illustration for allowed hole zone 1114"-11 78" 14"-16" 914"-912" 358" 458" 3" Round holes only General Notes No holes within 8" of joist ends. Maximum Round Hole SizeJoist Depth Allowed hole zone 1.5 E TimberStrand® LSL 8" Start Joist Layout Here. 19.2" o/c Framing Connector Summary PlotID Qty Manuf Product Design Method Filler Web Stiff H1 3 Simpson HUS210 Designed No No H2 20 Simpson LUS210 Designed No No Products PlotID Length Product Plies Net Qty FBlocking1 66' 0 3/8" 11 7/8" TJI 210 joist 1 1 M1-2 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 M2-2 10' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 TS1 26' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4 TS2 24' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 11 TS3 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 10 TS4 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6 TS5 10' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3 TS6 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS7 6' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS8 4' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 Rim1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11 BM1 2' 0" 5 1/2" x 11 7/8" CS Block 1 2 Full Foundation - Add PlotID Length Product Plies Net Qty Not Shown 40' 0" 1-1/2" x 11-7/8" 1.5E Timberstrand LSL 1 1 CS CS CS CS CS CS CS CS CS CS CS CS B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 A3 A3 A3 A3 A3 A3 BBOHd2-3 BBOHd5-3 BBO1-3 M2-2 M1-2 TS6Rim1Rim1Rim1Rim1Rim1 Rim1Rim1 Rim1 Rim1 Rim1Rim1 Rim1 TS8TS7FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 FBlocking1 BM13' 8 1/2"1' 2" 5 7/16" 1' 5 3/16"BM1BBOHd1-3 BBOHd1-3 BBOHd4-2 BBOHd1-3 BBOHd4-2BBOHd3-2 H26' 9"8 3/8" 1' 10" 8" TS4 19.2" O.C. TS1 19.2" O.C. TS5 19.2" O.C. TS3 19.2" O.C.TS2 19.2" O.C. H2 H2 H2 H1 H2 FBlocking1 Bearing Wall Above Powder Bath Bracewall Panel Above. 2 Trimmers Each End See Kitchen Island Blocking Detail Install (4)2x6 squash blocks under all point loads at front of house. For labeled Point Loads exceeding 10,000 lbs contact LENNAR for Framing Details. All joist blocking including soil pressure joist blocking can be either 210 or 360 series TJI or 1-1/2" Timberstrand LSL 1.5E material. Full Foundation: 1-1/2" LSL 1.5E flush with canted sill plate. LSL attached to Rim held to inside lining up with concrete foundation. (1-1/2" LSL not shown on layout.) 2 Trimmers This End Lookout / Garden Headers No EWP materials. Walkout Headers No EWP materials. 2 Trimmers Each End 2 Trimmers Each End 2 Trimmers Each End 2 Trimmers Each End 2 Trimmers This End HVAC Chase Weyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Architectural Drawings Prepared By:LennarStructural Drawings Prepared By:NA3-2023NALENNAR - MNK12F - BURNHAM A3,B3,C3,C2,D3,D2Rev.4ByDateJLH2-29-24CommentsRemove rim at stairs per updated engineering.Drawn By:Justin H.Original Date:3-7-2023Framing Plan Scale: 1/4" = 1'-0" Sheet 2 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam? File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to: www.damagereport.w Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.com Joist Plot ID SYMBOL LEGEND x = Example member ID 1.9E Microllam LVL 2.0E Parallam PSL 1.55E TimberStrand LSL Header Plot ID Hanger Label Member By Others Under Load Above Hanger Joist Beam Walls Walls Above Detail Callout LabelXX ULA BBO Hx xxHdx-x TSx-x PLx-x MLx-x Xx Closure By OthersCBO Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser 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 be accomplished 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 or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser product sizes have been denoted on this layout. In addition to any 'CS' detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See Pocket Framer's Guide for appropriate detail(s). Joists may be shifted up to 3" if floor panel edge is supported and span rating is not exceeded.DO NOT CUT JOIST FLANGES. This drawing may contain deviations from the original project documents. It is the responsibility of the contractor to notify the project Design Professional of these deviations to verify conformance with the original design intent of the project. This layout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with this layout is NOT PERMITTED. Please identify the TJI®, TimberStrand® LSL, Microllam® LVL, and Parallam® PSL stamps on the product to ensure that this layout is valid for the products actually installed. Start Joist Layout Here. 19.2" o/c 2ND FLOOR - ELEVATION B3 PlotID Qty Manuf Product Design Method Filler Web Stiff H2 4 Simpson HU2.1/9 Designed No Yes H4 22 Simpson ITS2.06/9.5 Designed No No H6 1 Simpson IUS1.81/9.5 Designed No No H7 12 Simpson IUS2.06/9.5 Designed No No H8 1 Simpson IUS2.06/9.5 Designed No Yes 2ND FLOOR - ELEVATION B3 PlotID Length Product Plies Net Qty E40' 40' 0" 9 1/2" TJI 210 joist 1 3 E38' 38' 0" 9 1/2" TJI 210 joist 1 7 E24' 24' 0" 9 1/2" TJI 210 joist 1 4 E22' 22' 0" 9 1/2" TJI 210 joist 1 4 EBlocking1 18' 0 3/8" 9 1/2" TJI 210 joist 1 1 E18' 18' 0" 9 1/2" TJI 210 joist 1 3 E16' 16' 0" 9 1/2" TJI 210 joist 1 18 E2' 2' 0" 9 1/2" TJI 210 joist 1 4 M1-3 12' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 3 3 TS1 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 1 2 TS3 12' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 Rim1 16' 0" 1 1/8" x 9 1/2" TJ Rim Board 1 10 6 3/4" 3/4" x 2 5/16" Web Stiffeners 1 10 Steel Beam by Others 30' 0" 6 5/8" x 1' 2" Generic Material 1 1 BM1 2' 0" 5 1/2" x 9 1/2" CS Block 1 1 BM2 30' 0" Girder by Others 2 2 2x Plate on Beam 30' 0" 6 3/4" x 1 1/2" Generic Material 1 1 CS CS CS B1 B1 A3 A3 A3 A3 A3A3A3 B4 B4 B1 BBOHd1-2 BBOHd2-3 BBOHd2-3 BBOHd5-2 BBOHd4-2BBOHd4-2BBOHd3-2 BBOHd5-2 BBOHd5-2 BBOHd5-2 BBO1-2 M1-3 TS3 Steel Beam by OthersE2'E2'E2'Rim1Rim1Rim1Rim1 Rim1 Rim1 Rim1Rim1 Rim1 E2'EBlocking1 EBlocking1TS1TS1 6 1/8" 1' 1 1/16"CP1H6BM1BBOHd4-2 BBO2-2 1' 9 13/16" 1' 4 9/16" 1' 1" 1' 0 15/16" 1' 7 3/16" 1' 0 1/2" BM2 2x Plate on BeamH8E24'EBlocking1 E40' 19.2" O.C. E24' 19.2" O.C. E16' 19.2" O.C. E16' 19.2" O.C. E38' 19.2" O.C. E38' 19.2" O.C. E18' 19.2" O.C. E22' 19.2" O.C. E22' 19.2" O.C. H7 H7 H2 H4 H4 2x6 Plumbing Wall Owners Bath Bracewall Panel Below. 2 Trimmers2 Trimmers 2 Trimmers No material changes with 2' garage extension. Lengthen beam for hanger flange. All joist blocking including soil pressure joist blocking can be either 210 or 360 series TJI or 1-1/2" Timberstrand LSL 1.5E material. 5-2x6 per plan 5-2x4 per plan HVAC Chase Hall Bath 2-2x4 2-2x4 ROOF - ELEVATION B3 PlotID Length Product Plies Net Qty BM3 16' 0" Girder by Others 2 2 BBOHd2-3 BBOHd4-2 BBOHd4-2BBOHd4-2BBOHd3-2 BBOHd1-2 BM3 2 Trimmers 3-2x6 per plan Weyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Architectural Drawings Prepared By:LennarStructural Drawings Prepared By:NA3-2023NALENNAR - MNK12F - BURNHAM B3Rev.4ByDateJLH2-29-24CommentsRemove rim at stairs per updated engineering.Drawn By:Justin H.Original Date:3-7-2023Framing Plan Scale: 1/4" = 1'-0" Sheet 3 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam? File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to: www.damagereport.w Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.com Roof Header/Porch Beam Plan Scale: 3/16" = 1'-0" Joist Plot ID SYMBOL LEGEND x = Example member ID 1.9E Microllam LVL 2.0E Parallam PSL 1.55E TimberStrand LSL Header Plot ID Hanger Label Member By Others Under Load Above Hanger Joist Beam Walls Walls Above Detail Callout LabelXX ULA BBO Hx xxHdx-x TSx-x PLx-x MLx-x Xx Closure By OthersCBO Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser 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 be accomplished 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 or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser product sizes have been denoted on this layout. In addition to any 'CS' detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See Pocket Framer's Guide for appropriate detail(s). Joists may be shifted up to 3" if floor panel edge is supported and span rating is not exceeded.DO NOT CUT JOIST FLANGES. This drawing may contain deviations from the original project documents. It is the responsibility of the contractor to notify the project Design Professional of these deviations to verify conformance with the original design intent of the project. This layout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with this layout is NOT PERMITTED. Please identify the TJI®, TimberStrand® LSL, Microllam® LVL, and Parallam® PSL stamps on the product to ensure that 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 UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. GREAT ROOMDININGFOYERKITCHENPANTRYMUDRMW.I.C.PWDR.HALLPORCHGARAGEBWPsAbove OWNERS SUITEOWNERS BATHBEDROOM #4HALL BATHBEDROOM #3HALLLAUNDRYW.I.C.W.I.C.LOFT Conditioned space1 (in sq. ft.) 1000-1500 1501-2000 2001-2500 2501-3000 3001-3500 3501-4000 4001-4500 4501-5000 5001-5500 5501-6000 2 VENTILATION REQUIREMENTS TABLE R403.5.2 NUMBER OF BEDROOMS 1 2 3 Total/ Total/ Total/ Continuous Continuous Continuous 60/40 75/40 90/45 70/40 85/43 100/50 80/40 95/48 110/55 90/45 105/53 120/60 100/50 115/58 130/65 110/55 125/63 140/70 120/60 135/68 150/75 130-65 145/73 160/80 140/70 155/78 170/85 150/75 165/83 180/90 1.Conditioned space includes the basement and conditioned crawl spaces. 4 5 Total/ Total/ Continuous Continuous 105/53 120/60 115/58 130/65 125/63 140/70 135/68 150/75 145/73 160/80 155/78 170/85 165/83 180/90 175/88 190/95 185/93 200/100 195/98 210/105 2.If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. 62 Total/ Continuous 135/68 145/73 155/78 165/83 175/88 185/93 195/98 205/103 215/108 225/113 The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1-hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes ofTable R403.5.2 and Section R403.5.3, the following applies: a.Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space)+ (15 x (number of bedrooms +1)) b.Equation R403.5.2.l Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total 155 ----------- Amount Continuous ____ ___ _ 78 170 85 Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies l✓I I I I I I I MULTIPLE APPLIANCES THAT ONE OR MULTIPLE FAN-ONE ATMOSPHERICALLY ARE ATMOSPHERICALLY ONE OR MULTIPLE POWER VENT ASSISTED APPLIANCES AND VENTED GAS OR OIL VENTED GAS OR OIL OR DIRECT VENT APPLIANCES OR POWER VENT OR DIRECT APPLIANE OR ONE APPLIANCES OR SOLID FUEL NO COMBUSTION APPLIANCESA VENT APPLIANCESe SOLID FUEL APPLIANCEc APPLIANCESo 1.Use the Appropriate Column to Estimate House Infiltration a) pressure factor 0.15 0.09 0.06 0.03 (cfm/sf) b) conditioned floor 3715 area (sf) (including unfinished basements) Estimated House Infiltration (cfm): 557 0.00 0.00 0.00 [la x lb] 2. Exhaust Capacity a) clothes dryer 135.00 135.00 135.00 135.00 b) 80% of largest 240.00 exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c)80% of next largest exhaust rating (cfm): not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): 375.00 135.00 135.00 135.00 [2a+2b+2c] 3.Makeup Air Requirement a) Total Exhaust Capacity 375.00 135.00 135.00 135.00 (from above) b)Estimated House Infiltration (from 557 0.00 0.00 0.00 above) Makeup Air Quality (cfm): -182 135.00 135.00 135.00 [3a -3b] (if value is negative, no makeup air is needed 4.For Makeup Air Opening Sizing, refer to Table 501.4.2. A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B.Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C.Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. IFGC Appendix E, Vl.brkshest E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Soace) Step 1: Complete vented combution appliace information: Furnace/Boiler: -Draft Hood Fan Assisted ✓-(Not fan Assisted)& Power Vent Water Heater: Direct Vent Input: 66000 Btu/hr Draft Hood -Fan Assisted L Direct Vent Input: 160000 Btu/hr ( Not fan Assisted) & Power Vent Step2 Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another bv code comoliant ooeninQs. CAS volume: 780 Step 3: Determine air Changes per Hour (ACH)1 ft3 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: If CAS Volume (from Step 2) is greeter thm TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less thm TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) Total Btu/hr input of all non-fan-assisted appliances Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) Total Required Volume (TRV) = RVFA + RVNFA Input: ________ Btu/hr RVFA:____ ft3 Input: ___ RVNFA: -- Btu/hr ft3 TRV = + 0 = ft3 -- If CAS Volume (from Step 2) is greeter thm TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less thm TRV then ao to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Steo 2) divided byTRV (from Steo 4a or Step 4b) Step 6: Calculate Reduction Factor (RF). RF = 1 mnus Ratio RF= 1 - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Ratio= ft3 / Btu/hr - Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: tu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divickdby 3000 Btu/hr per in2 CAOA = /Btu/hr per in2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA rrultiplied by RF Minimum CAOA = x = in2 Step 9. Calculate Combustion Air Opening Diameter (CAOD) 1 CAOD = 1.13 rrultip/ied bv the square root ofMinimum CAOA CAOD= 1.13x✓MinimumCAOA= in 11 desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. 7257 183rd Street West Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X Not applicable, all ducts located in conditioned space 8 Not required per mech. code X Passive (4" MUA Needed) 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 Balanced Ventilation capacity in cfms:Mech Room Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 85 High: Energy Recover Ventilator (ERV) Capacity in cfms:High: Location of duct or system: Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat Interior R5 + R10 Exterior Interior Interior New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.4/24/2024 Mailing Address of the Dwelling or Dwelling Unit City Lakeville7257 183rd Street West Name of Residential Contractor MECHANICAL VENTILATION SYSTEM Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms:170 MN License Number Lennar 1413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateResidential Load Calculation Heating Loss Heating Gain Cooling Load 52,292 24,933 30,568 14 Location of duct or system: Rating or Size Tankless Output in Tons:3 Efficiency SEER /EER Natural Gas Natural Gas Electric RU160iN ML14XC1S036 Fuel Type Manufacturer Lennox Rinnai Lennox Model ML193UH070XE36B Average U-Factor (excludes skylights and one door ) U: 0.31 Solar Heat Gain Coefficient (SHGC):0.29 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors 000000Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.”(NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 7257 183rd Street West US Home LLC dba Lennar Kirsten Thompson 612-505-9366 kirsten.thompson@lennar.com Residential Development 64413 Michael Tackes Pathlight Pro (224)407-1829 mtackes@pathlightpro.com Pathlight Pro NA 4/24/2024Kurt NiskaDigitally signed by Kurt Niska Date: 2024.04.24 13:33:02 -05'00' 4/26/24 X PM