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Home My WebLink AboutLA215850 - 7634 201st 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 12 8 12 8 1'-6"1'9'-1 1/8"1'-0 5/8"8'-4"FIXED 5'x5' 12" ENERGY HEAL HEIGHT 1ST TOP PLATE 1ST FINISH FLOOR 11 7/8" TJI JOISTS 42" CULTURED STONE w/ STONE CAP VINYL SHAKE SIDING 6" OSC (TYP.) 6" WINDOW, DOOR TRIM (TYP.) B&B VERTICAL SIDING 7" LP SIDING (TYP.) 8 " F R IE Z E B O A R D (T Y P .)16x8 OHD GLASS @ TOP PANEL *ACTUAL DESIGN MAY VERY 6" TRIM BOARD (TYP.) LOUVER VENTS (TYP.) 8 " F R IE Z E B O A R D (T Y P .) CONC. FROST FTG. PORCH CONC. FROST FTG. FULL BASEMENT 8" POURED CONCRETE CULTURED STONE LOUVER VENTS (TYP.) 8 " F R I E Z E B O A R D (T Y P .)8:12 8:12 12 4 12 59'-1 1/8"11 7/8"1 1/2"8'-4"3'-6"1' 1' 1st FINISH FLOOR 11 7/8" TJI JOISTS TOP OF FOOTING 1st TOP PLATE 2ND FIN. FLR. 18" FLOOR TRUSS 2ND TOP PLATE 1ST TOP PLATE 18" FLOOR TRUSS RIDGE PEAK ARCHITECTURAL SHINGLES (TYP.) 1ST FIN. FLR.- 888.71' GRADE 6" TRIM WINDOW, DOOR TRIM (TYP.) VERTICAL SIDING (TYP.) TOP OF FTG- 877.6867' 8" POURED CONC. W/ 6MIL POLY 20"x10" CONC. FTG. & #4 REBAR (STD) 2" EXT. FOAM INSULATION W/ 6 MIL POLY WATERPROOF, DRAIN TILE PER CODE 8" POURED CONC. W/ 6MIL POLY 20"x10" CONC. FTG. & #4 REBAR (STD) OVERHANGSOVERHANGS 18" OVERHANG AT EAVE 12" OVERHANG AT GABLE 6" TRD. POST w/ 6x6 POST ANCHOR 20" CONC. FTG OR HELICAL FTG EQUIV. PER CONTRACTOR (TYP.) GFE 886.68' TOP OF SLAB- 878.02' TOP OF BLOCK- 887.02' AVERAGE EXISTING GRADE ELEVATION FOR EXISTING HOME: 885.57' STEPPED FTG. PER GRADE 7" LP SIDING (TYP.) 12 8 12 8 1'-6"9'-4"1'-0 5/8"8'-4"3'-6"VINYL SHAKE SIDING B&B VERTICAL SIDING 7" LP SIDING (TYP.) 6" TRIM BOARD (TYP.) 2x10 TRD. DECK LEDGER WALKOUT CONC. FTG. 8" FR IEZE BOARD (TYP.) LOUVER VENTS (TYP.) 8" FR IEZE BOARD (TYP.) 8:12 8:12 9'-1 1/8"1'-0 5/8"1 1/2"8'-4"3'-6"7" LP SIDING (TYP.) ELEVATIONS FRONT ELEVATION 1/4"=1'-0" BACK ELEVATION 1/8"=1'-0" LEFT ELEVATION 1/8"=1'-0" RIGHT ELEVATION 1/8"=1'-0" SHEET: DATE: REVISIONCLIENT: 7634 201st Street WLakeville, MNeeddmmoonnssoonn iinnkkA-1 6/15/2023draing & designPO Box 331 Annandale, MN 55302eiddprints@gmail.com 320-223-1519www.eiddprints.comBUILDER:Castle Gate Const. 952-261-53948465 Gallery ParkwayVictoria, MN 55386License # BC0415287/27/2023 Secure door closed until deck is constructed with a separate permit. Concept Approval ONLYSubject to Field Inspection Inspector Date 2020 MN Bldg Code 07/27/2023dmathews Total front elevation: 851 sq ft. Total windows, front door and garage door: 233sq ft. Total exposed front elevation: 618 sq ft. Stone front elevation: 167 sq ft. Total stone coverage of exposed front elevation: 27% Front sides and rear elevations are LP lap siding, shakes and board and batten WH80682468 2868 3068246824684068246826682668UPC11-7/8" TJI@ 19.2" O.C.11-7/8" TJI@ 19.2" O.C.11-7/8" TJI@ 19.2" O.C.11-7/8" TJI@ 19.2" O.C.27'-10"42'-2" 8'14'-2"9'-6"22'-2"24'21'-10"45'-10"30'-10"14'-10"45'-8"70' 8'-2" 8'-2"58'-10"3' 70' 16'-2" 3'13'-1 1/4"18'-6 3/4"8'-9 1/4"3'-9 1/2"35'-6 1/4"8'-10"14'-5 3/4"7'11'-5"12'-7 3/4"2'-9 1/2"4'-9 1/2"7'-10"10'-8 3/4"6'-3 1/4"6'7'-6"7'-4"30'24'11'-8"10'-2"18'-6 3/4"12'-3 1/4"4'-8 1/4"5'6'-5"1'-6"1'-6" 18'-10 3/4"8'-11 1/4"3'-4 1/4"4'-6"6'-1 3/4"2'1'-8"1'-10"1'-10"2'2'3'-7 1/4"10'-11"6'-4 1/2"15'-9 1/4" 5'-4"6'60"FIREPLACEWALKOUT FOUNDATION STEPPED FOUNDATION PER GRADESTEPPED FOUNDATION PER GRADE 54" VANITY2x6 WET WALL 42"x72"CUSTOM TILESHOWERBEDROOM 312'-3"x12'-0"BEDROOM 413'-4"x18'-0"FUTUREEXERCISE ROOMUTILITY ROOM12'-0"x14'-6"SLIDER 72"x48"(2) 9-1/2" LSL HDRSLIDER 60"x60"(2) 9-1/2" LSL HDRSLIDER 60"x60"(2) 9-1/2" LSL HDRWIC5'-0"x7'-9"BATH12'-0"x6'-0"LINEN 4'x4'OPEN STAIR RAILING2x6 LOOKOUT WALL2" EXT. FOAM INSULATION W/ 6 MIL POLYWATERPROOF, DRAIN TILE PER CODE8" POURED CONC. W/ 6MIL POLY 20"x10" CONC. FTG. & #4 REBAR (STD) 2" EXT. FOAM INSULATION W/ 6 MIL POLYWATERPROOF, DRAIN TILE PER CODE8" POURED CONC. W/ 6MIL POLY 20"x10" CONC. FTG. & #4 REBAR (STD) LOOKOUT FOUNDATION HALL CLOSET4'-0"x7'-9"MASONRY OPENING* ALL EXTERIOR DIMENSIONS TO OUTSIDE OF CONCRETE 2x6 BEARING WALLWALKOUT FOUNDATION UNEXCAVATEDUNEXCAVATEDPATIO DOOR 8068(2) 9-1/2" LSL HDR2x6 BEARING WALL15 RISERS48" STAIRWIDTHSUMP/RADONPASSIVERADON*ACTUALLOCATIONTBD ON SITE(2) 11 7/8" LSL HDR(2) 11 7/8" LSL HDR(2) 2 1/2" LSL HDR2x4 BEARING WALL2x4 BEARING WALL2x4 BEARING WALL2x4 BEARING WALL2x4 BEARING WALLFOUNDATION LAYOUT ALL FOUNDATION MEASUREMENTS ARE OUTSIDE OF CONCRETE-TO-CONCRETE FOUNDATION FLOOR LAYOUT 1/4"=1'-0" BASEMENT PLAN 2,046 SQ. FT. 1,456 FINISHED SQ. FT. 8'-4" POURED WALLS SHEET: DATE: REVISIONCLIENT: 7634 201st Street WLakeville, MNeeddmmoonnssoonn iinnkkA-2 6/15/2023draing & designPO Box 331 Annandale, MN 55302eiddprints@gmail.com 320-223-1519www.eiddprints.comBUILDER:Castle Gate Const. 952-261-53948465 Gallery ParkwayVictoria, MN 55386License # BC0415287/27/2023(2)11-7/8 LSL(1)11-7/8 LSL(1)11-7/8 LSL (2)9-1/2" LSL 8 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. DN18682868 2868 266824682668246824682468 24682468 2668 2468246826684068UPCC18' 3'59'8'15'31'5'3'-5 1/4" 70' 42'28'9'-6"14'24'22'3' 3'-6" 3'-3 1/2"5'-3 3/4"2'-1 3/4"8'-7 1/4"1'-6"3'-3 3/4"1'-6"4'-3"11'10'10'7'-6"7'-6"15'-7 1/4"7'-2 1/2"5'-2 1/4"46'10'12'4'6'6'35'-7 1/4"8'-9"3'-2 1/2"11'-5 1/4"11'-2"70' 27'8'-7 1/4"4'-4 1/2"4'-4 1/2" 5'5'6'-5"1'-10"5'4'-11 1/4"2'-3 1/2"5'-2"5'-7 1/4"6'-3 3/4"1'-6"6'-3 3/4"3'2'7'-7"2'6' 3'-2"4'1'-8"1'-8" 2'-1 1/2"3'-3 1/2"8'-3"3'-10" 2' 3'-9 1/2"2'1'-3 1/2" 1'-8"6'-3 3/4"7'-1 1/2"6'-1"3'-9 1/2"ELECRANGE w/OTR MWDWFridgePANTRY6'-0"x3'-0"MASTER BATH8'-0"x11'-9"TILEMASTER WIC13'-0"x11'-0"MUD ROOM13'-6"x7'-0"LVTBATH12'-0"x5'-0"TILEDRYER WASHERBENCH WITH HOOKS60"FIREPLACEBEDROOM 211'-0"x11'-0"RAILINGMASTER BEDROOM14'-0"x15'-0"KITCHEN14'-0"x17'-0"FAMILY ROOM17'-0"x18'-0"LAMINATEDINING13'-0"x18'-0"SINGLE HUNG (3) 30"x60"(2) 9-1/2" LSL HDRSINGLE HUNG (3) 30"x50"(2) 9-1/2" LSL HDRSINGLE HUNG (3) 30"x72"(2) 9-1/2" LSL HDRPATIO DOOR 8068(2) 9-1/2" LSL HDRISLAND4'x8'CUSTOMSHOWER42"x54"TILELINENVANITY 54"*FURNITURE STYLELINENSINGLE HUNG (2) 36"x60"(2) 9-1/2" LSL HDRFRONT ENTRY7'-6"x14'-0"LAUNDRY6'-0"x8'-0"LVTRAILING3-0 DOOR w/ 2 14" SL(2) 9-1/2" LSL HDRCOVERED PORCH10'-0"x5'-0"GARAGE24'-0"x42'-0"824 SQ. FT.2x10 TRD. DECK LEDGERTILESURROUND15 RISERSDOUBLEVANITY 70"WET WALL 2x6(3) 11-7/8" LSL HDROVERHEAD DOOR16'x8'WET WALL 2x6SINGLE HUNG (2) 30"x48"(2) 9-1/2" LSL HDRMAIN FLOOR LAYOUT SHEET: DATE: REVISIONCLIENT: 7634 201st Street WLakeville, MNeeddmmoonnssoonn iinnkkA-3 6/15/2023draing & designPO Box 331 Annandale, MN 55302eiddprints@gmail.com 320-223-1519www.eiddprints.comBUILDER:Castle Gate Const. 952-261-53948465 Gallery ParkwayVictoria, MN 55386License # BC0415287/27/2023 MAIN FLOOR LAYOUT 1/4"=1'-0" MAIN FLOOR PLAN 1,958 SQ. FT. 9'-1-1/8" WALLS 8 8 PFH PFH 83 2 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 8 : 12 8 : 12 8 : 12 8 : 12 8 : 12 1'-6" 1'-6"1'1'1'1'-6"1'-6"1'1'-6"6'8'-4"9'-1 1/8"1'-0 5/8"8'18" FLOOR TRUSS RETURN HANDRAIL TO WALL PER CODE STAIR NOTES: 7-3/4" MAX. STAIR RISER HEIGHT 10" MIN. TREAD WIDTH MAINTAIN MINIMUM 6'-10"HEADROOM AT STAIRWAY11 7/8" TJI JOISTS @ 19.2" O.C. 20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY FROST FTG.20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY GRADE TREATED SILL PLATE 6" SILL SEALER 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. - INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - 4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. - SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT- FINISH FLOOR AS SPEC. - 2x6 TRD. SILL PLATE - 4" SILL SEALER TO THE INSIDE OF 2x6 STUD, WITH BEAD OF CAULKING ON EXTERIOR TO PREVENT AIR PENETRATION - 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES - 3-1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - R-10 FOAM INSULATION, MIN. 12" VERTICAL AND 12" HORIZONTAL - 6 MIL SLIP SHEET - PROTECTION BOARD OR COATING - THICKENED SLAB W/ STND. REBAR (PER CONCRETE CONTRACTOR) - FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STRUCTURAL FILL OF SUITABLE BEARING CAPACITY R-21 F.G. INSUL 4 MIL POLY V.B. WITH 6" LAPPED JOINTS 1/2" GYP.BD. WITH INTERIOR AIR BARRIER -ARCHITECTURAL SHINGLES -15/32 " ROOF SHEATHING -ENG. TRUSSES 24" O.C. -WINTERGUARD (2 ROWS) -15# FELT -SIDING/SHAKES/ STONE AS SPEC. -HOUSEWRAP -2x6 STUDS 16" O.C. -1/2" OSB SHEATHING -ROOF EDGE -2x6 SUB-FASCIA -SOFFIT W/ CONT. VENT DBL TOP PLATE 5/8" GYPSUM BOARD OVER POLY V.B. SEAL V.B. TO FRAMING W/ 3/8" CLIPS & BEAD OF SEALANT TAPE CEILING V.B. TO WALL V.B. & SEAM OVERHANG PER ELEVATIONS ENERGY HEIGHT PER TRUSS MANUF. UNLESS NOTED R-49 INSULATION AS REQ'D W/ C.B. AIR CHUTE PITCH PER ELEVATIONS - R-1O EXTERIOR INSULATION (MIN.) -2" POLYSTYRENE R-10 INSUL.w/ NAILING STRIPS FOR SIDING CONNECTION GRADE -SILL SEALER UNDER SILL PLATE -6 MIL SLIP SHEET - 8" POURED CONCRETE FOUNDATION - STANDARD #5 REBAR 3'-0" ON CENTER NOTE: SILL PLATE TO HANG PAST FOUNDATION EDGE BY 2" SO EXTERIOR SHEATHING IS FLUSH WITH EXT. OF RIGID INSULATION -R-20 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINTBELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING -4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) FLOOR TRUSS SYSTEM 3/8" CLIPS & BEAD OF SEALANT FLOOR TRUSSES TO MEET FIRE -1/2" SHEETROCK ON UNDERSIDE OF PROTECTION OF FLOORS PER CODE BETWEEN FDN. WALL & INSULATION, - CONTINUOUS BEAD OF SEALANT AND BETWEEN BASEMENT FLOOR & BOTTOM OF INSULATION INSTALLED PER MANUF. SPECS -R-5 INTERIOR FOAM INSULATION (MIN.) (INTERIOR INSUL. NOT TO EXCEED R-11) -SEAL ALL INTERIOR JOINTS, EDGES& PENETRATIONS -SEAL V.B. TO FRAMING WITH - 8" POURED CONC. FOUNDATION WALLS - WALLS TO HAVE STANDARD REBAR SCHEDULE: #5 REBAR 3' ON CENTER EACH WAY - TO BRACE WALLS IN TWO SPOTS - 20"x10" CONC. FOOTINGS w/ 2 #4 REBAR -R-21 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINTBELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING-4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - FLOOR TRUSS -SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT -DOUBLE TOP PLATE -3/4" SUBFLOOR AS REQ'D.-FINISH FLOOR AS SPEC. -4 MIL POLY V.B. -1/2" GYP. BOARD -R-21 F.B. INSUL AS REQ'D. -5/8" GYPSUM BOARD OVER POLY V.B. -2x6 STUDS AT 16" O.C. OR AS REQ'D. TREATED SILL PLATE 6" SILL SEALER 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. 7 3/4" TREAD MATERIAL PER SPEC. BOOK RISER HEIGHT NOT TO EXCEED - 7-3/4" MAX. RISER HEIGHT - 10" MIN. TREAD - 6-8" MIN. HEADROOM - MAINTAIN MIN. 36" WIDTH OF HALLWAYS AND STAIRWAYS VENT PIPE T FITTING- VENT PIPE TO HORIZONTAL PIPE 3" T0 4" PERFORATED PIPE LAID HORIZONTALLY UNDER THE VAPOR BARRIER AND IN THE ROCK 4" OF AGGREGATE UNDER ALL CONCRETE SLABS. (GREATER THAN 1/4" DIAM. BUT SMALLER THAN 2") PIPE ENDS A MIN. OF 12" ABOVE ROOF SURFACE AND A MIN. OF 10'-0" FROM WINDOWS, OPENINGS OR OTHER BUILDINGS FLASH AROUND PIPE VENT PIPE RUNS VERTICALLY THRU THE BUILDING LABEL PIPE AS "RADON REDUCTION SYSTEM" ON EACH FLOOR 6 MIL POLY SHEETING OVER AGGREGATE OVERLAPPED 12" AT SEAMS FIT CLOSELY AROUND PENETRATIONS MIN. R-4 INSULATION IN NON-CONDITIONED SPACES PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF 20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY FROST FTG.20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY 33'-2 3/16" GRADE TREATED SILL PLATE 6" SILL SEALER 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. - INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - 4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. - SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT - FINISH FLOOR AS SPEC. - 2x6 TRD. SILL PLATE - 4" SILL SEALER TO THE INSIDE OF 2x6 STUD, WITH BEAD OF CAULKING ON EXTERIOR TO PREVENT AIR PENETRATION - 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES - 3-1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - R-10 FOAM INSULATION, MIN. 12" VERTICAL AND 12" HORIZONTAL- 6 MIL SLIP SHEET - PROTECTION BOARD OR COATING - THICKENED SLAB W/ STND. REBAR (PER CONCRETE CONTRACTOR) - FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STRUCTURAL FILL OF SUITABLE BEARING CAPACITY R-21 F.G. INSUL 4 MIL POLY V.B. WITH 6" LAPPED JOINTS 1/2" GYP.BD. WITH INTERIOR AIR BARRIER -ARCHITECTURAL SHINGLES -15/32 " ROOF SHEATHING -ENG. TRUSSES 24" O.C. -WINTERGUARD (2 ROWS) -15# FELT -SIDING/SHAKES/ STONE AS SPEC. -HOUSEWRAP -2x6 STUDS 16" O.C. -1/2" OSB SHEATHING -ROOF EDGE -2x6 SUB-FASCIA -SOFFIT W/ CONT. VENT DBL TOP PLATE 5/8" GYPSUM BOARD OVER POLY V.B. SEAL V.B. TO FRAMING W/ 3/8" CLIPS & BEAD OF SEALANT TAPE CEILING V.B. TO WALL V.B. & SEAM OVERHANG PER ELEVATIONS ENERGY HEIGHT PER TRUSS MANUF. UNLESS NOTED R-49 INSULATION AS REQ'D W/ C.B. AIR CHUTE PITCH PER ELEVATIONS - R-1O EXTERIOR INSULATION (MIN.) -2" POLYSTYRENE R-10 INSUL.w/ NAILING STRIPS FOR SIDING CONNECTION GRADE -SILL SEALER UNDER SILL PLATE -6 MIL SLIP SHEET - 8" POURED CONCRETE FOUNDATION - STANDARD #5 REBAR 3'-0" ON CENTER NOTE: SILL PLATE TO HANG PAST FOUNDATION EDGE BY 2" SO EXTERIOR SHEATHING IS FLUSH WITH EXT. OF RIGID INSULATION -R-20 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINTBELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING -4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) FLOOR TRUSS SYSTEM 3/8" CLIPS & BEAD OF SEALANT FLOOR TRUSSES TO MEET FIRE -1/2" SHEETROCK ON UNDERSIDE OF PROTECTION OF FLOORS PER CODE BETWEEN FDN. WALL & INSULATION, - CONTINUOUS BEAD OF SEALANT AND BETWEEN BASEMENT FLOOR& BOTTOM OF INSULATION INSTALLED PER MANUF. SPECS -R-5 INTERIOR FOAM INSULATION (MIN.) (INTERIOR INSUL. NOT TO EXCEED R-11) -SEAL ALL INTERIOR JOINTS, EDGES& PENETRATIONS -SEAL V.B. TO FRAMING WITH - 8" POURED CONC. FOUNDATION WALLS - WALLS TO HAVE STANDARD REBAR SCHEDULE: #5 REBAR 3' ON CENTER EACH WAY - TO BRACE WALLS IN TWO SPOTS - 20"x10" CONC. FOOTINGS w/ 2 #4 REBAR -R-21 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINTBELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING-4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - FLOOR TRUSS -SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT -DOUBLE TOP PLATE -3/4" SUBFLOOR AS REQ'D.-FINISH FLOOR AS SPEC. -4 MIL POLY V.B. -1/2" GYP. BOARD -R-21 F.B. INSUL AS REQ'D. -5/8" GYPSUM BOARD OVER POLY V.B. -2x6 STUDS AT 16" O.C. OR AS REQ'D. TREATED SILL PLATE 6" SILL SEALER 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. 7 3/4" TREAD MATERIAL PER SPEC. BOOK 10"CUT ON STRINGER RISER HEIGHT NOT TO EXCEED - 7-3/4" MAX. RISER HEIGHT - 10" MIN. TREAD - 6-8" MIN. HEADROOM - MAINTAIN MIN. 36" WIDTH OF HALLWAYS AND STAIRWAYS - AT LEAST ONE HANDRAIL REQUIRED ON GUARDRAIL OPEN SIDES - GUARDRAILS MIN. 36" HGT., 4" MAX. OPENINGS - HANDRAILS- CONTINUOUS GRIPPABLE HANDRIALS REQ'D. 34"-38" HIGHT, 1- 1/4"-2" DIA. NO CLOSER THAN 1-1/2" TO WALL, RETURN ENDS TO WALL OR POST. (2) 1/2" Dia. Anchor Bolts Min. (7" Min. Embed) C.I.P. Concrete Foundation Per Code Provide Intermediate Framing as Reqd. to Maintain 16" Max. Stud Spacing. Simpson LSTA36 Strap on Interior Stud Face Centered on Header Nail Full Height Stud to Each Heady Ply With 16d Nails @3" O.C. Provide 7/16" Min. Plywd. or OSB Sheathing Above Garage Door Opng. W/Standard Fastening. Length of Continuous Header Header & Bearing King Studs Per Plan Note: Info Applies Equally Both Sides of Opening.11'-8" Max.Provide Spacer to Flush Out Header to Wall Stud Thickness as Reqd. Each Side. Fasten Top Plate to Header W/2 Rows 16d Sinker Nails @3" O.C. Nail Sheathing to Header W/10d Nails @3" O.C. Each Way Typ. (1) 2x6 Bearing Stud & (1) 2x6 Full Height Stud Each End of Header 7/16" Min. Plywood or OSB Sheathing Applied to Exterior Side of Studs (Nail Sheathing to All Backing Studs W/10d Nails @ 3" O.C. Typ.) Locate Panel Joint within 2'-0" From Center of Openings as Reqd. 2x Solid Blkg. Rqd. at Sheathing Joints (Orient Face to Sheathing), Fasten Together W/ (3) 16d Sinkers Bearing Studs Per Plan (2-2x6 Bearing Studs Min.) Simpson STHD14 Embedded Hold Down Anchors At Locations Shown (Refer to Post-Installed Options) VENT PIPE T FITTING- VENT PIPE TO HORIZONTAL PIPE 3" T0 4" PERFORATED PIPE LAID HORIZONTALLY UNDER THE VAPOR BARRIER AND IN THE ROCK 4" OF AGGREGATE UNDER ALL CONCRETE SLABS. (GREATER THAN 1/4" DIAM. BUT SMALLER THAN 2") PIPE ENDS A MIN. OF 12" ABOVE ROOF SURFACE AND A MIN. OF 10'-0" FROM WINDOWS, OPENINGS OR OTHER BUILDINGS FLASH AROUND PIPE VENT PIPE RUNS VERTICALLY THRU THE BUILDING LABEL PIPE AS "RADON REDUCTION SYSTEM" ON EACH FLOOR 6 MIL POLY SHEETING OVER AGGREGATE OVERLAPPED 12" AT SEAMS FIT CLOSELY AROUND PENETRATIONS MIN. R-4 INSULATION IN NON-CONDITIONED SPACES PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF 20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY FROST FTG.20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY GRADE TREATED SILL PLATE 6" SILL SEALER 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. - INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - 4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. - SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT - FINISH FLOOR AS SPEC. - 2x6 TRD. SILL PLATE - 4" SILL SEALER TO THE INSIDE OF 2x6 STUD, WITH BEAD OFCAULKING ON EXTERIOR TO PREVENT AIR PENETRATION - 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES - 3-1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - R-10 FOAM INSULATION, MIN. 12" VERTICAL AND 12" HORIZONTAL - 6 MIL SLIP SHEET - PROTECTION BOARD OR COATING - THICKENED SLAB W/ STND. REBAR (PER CONCRETE CONTRACTOR) - FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STRUCTURAL FILL OF SUITABLE BEARING CAPACITY R-21 F.G. INSUL 4 MIL POLY V.B. WITH 6" LAPPED JOINTS 1/2" GYP.BD. WITH INTERIOR AIR BARRIER -ARCHITECTURAL SHINGLES -15/32 " ROOF SHEATHING -ENG. TRUSSES 24" O.C. -WINTERGUARD (2 ROWS) -15# FELT -SIDING/SHAKES/ STONE AS SPEC. -HOUSEWRAP -2x6 STUDS 16" O.C. -1/2" OSB SHEATHING -ROOF EDGE -2x6 SUB-FASCIA -SOFFIT W/ CONT. VENT DBL TOP PLATE 5/8" GYPSUM BOARD OVER POLY V.B. SEAL V.B. TO FRAMING W/ 3/8" CLIPS & BEAD OF SEALANT TAPE CEILING V.B. TO WALL V.B. & SEAM OVERHANG PER ELEVATIONS ENERGY HEIGHT PER TRUSS MANUF. UNLESS NOTED R-49 INSULATION AS REQ'D W/ C.B. AIR CHUTE PITCH PER ELEVATIONS - R-1O EXTERIOR INSULATION (MIN.) -2" POLYSTYRENE R-10 INSUL. w/ NAILING STRIPS FOR SIDING CONNECTION GRADE -SILL SEALER UNDER SILL PLATE -6 MIL SLIP SHEET - 8" POURED CONCRETE FOUNDATION - STANDARD #5 REBAR 3'-0" ON CENTER NOTE: SILL PLATE TO HANG PAST FOUNDATION EDGE BY 2" SO EXTERIOR SHEATHING IS FLUSH WITH EXT. OF RIGID INSULATION -R-20 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINT BELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING -4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) FLOOR TRUSS SYSTEM 3/8" CLIPS & BEAD OF SEALANT FLOOR TRUSSES TO MEET FIRE -1/2" SHEETROCK ON UNDERSIDE OF PROTECTION OF FLOORS PER CODE BETWEEN FDN. WALL & INSULATION,- CONTINUOUS BEAD OF SEALANT AND BETWEEN BASEMENT FLOOR& BOTTOM OF INSULATION INSTALLED PER MANUF. SPECS -R-5 INTERIOR FOAM INSULATION (MIN.) (INTERIOR INSUL. NOT TO EXCEED R-11) -SEAL ALL INTERIOR JOINTS, EDGES & PENETRATIONS -SEAL V.B. TO FRAMING WITH - 8" POURED CONC. FOUNDATION WALLS - WALLS TO HAVE STANDARD REBAR SCHEDULE: #5 REBAR 3' ON CENTER EACH WAY - TO BRACE WALLS IN TWO SPOTS - 20"x10" CONC. FOOTINGS w/ 2 #4 REBAR -R-21 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINTBELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING-4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - FLOOR TRUSS -SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT -DOUBLE TOP PLATE -3/4" SUBFLOOR AS REQ'D. -FINISH FLOOR AS SPEC. -4 MIL POLY V.B. -1/2" GYP. BOARD -R-21 F.B. INSUL AS REQ'D.-5/8" GYPSUM BOARD OVER POLY V.B. -2x6 STUDS AT 16" O.C. OR AS REQ'D. TREATED SILL PLATE 6" SILL SEALER 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. TREA SPEC - 7-3/4" MAX. - 10" MIN. TRE - 6-8" MIN. HE - MAINTAIN M HALLWAYS A VENT PIPE T FITTING- VENT PIPE TO HORIZONTAL PIPE 3" T0 4" PERFORATED PIPE LAID HORIZONTALLY UNDER THE VAPOR BARRIER AND IN THE ROCK 4" OF AGGREGATE UNDER ALL CONCRETE SLABS. (GREATER THAN 1/4" DIAM. BUT SMALLER THAN 2") PIPE ENDS A MIN. OF 12" ABOVE ROOF SURFACE AND A MIN. OF 10'-0" FROM WINDOWS, OPENINGS OR OTHER BUILDINGS FLASH AROUND PIPE VENT PIPE RUNS VERTICALLY THRU THE BUILDING LABEL PIPE AS "RADON REDUCTION SYSTEM" ON EACH FLOOR 6 MIL POLY SHEETING OVER AGGREGATE OVERLAPPED 12" AT SEAMS FIT CLOSELY AROUND PENETRATIONS MIN. R-4 INSULATION IN NON-CONDITIONED SPACES PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF 20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY FROST FTG.20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY GRADE TREATED SILL PLATE 6" SILL SEALER 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. - INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - 4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. - SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT - FINISH FLOOR AS SPEC. - 2x6 TRD. SILL PLATE - 4" SILL SEALER TO THE INSIDE OF 2x6 STUD, WITH BEAD OF CAULKING ON EXTERIOR TO PREVENT AIR PENETRATION - 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES - 3-1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - R-10 FOAM INSULATION, MIN. 12" VERTICAL AND 12" HORIZONTAL- 6 MIL SLIP SHEET - PROTECTION BOARD OR COATING - THICKENED SLAB W/ STND. REBAR (PER CONCRETE CONTRACTOR) - FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STRUCTURAL FILL OF SUITABLE BEARING CAPACITY R-21 F.G. INSUL 4 MIL POLY V.B. WITH 6" LAPPED JOINTS 1/2" GYP.BD. WITH INTERIOR AIR BARRIER -ARCHITECTURAL SHINGLES -15/32 " ROOF SHEATHING -ENG. TRUSSES 24" O.C. -WINTERGUARD (2 ROWS) -15# FELT -SIDING/SHAKES/ STONE AS SPEC. -HOUSEWRAP -2x6 STUDS 16" O.C. -1/2" OSB SHEATHING -ROOF EDGE -2x6 SUB-FASCIA -SOFFIT W/ CONT. VENT DBL TOP PLATE 5/8" GYPSUM BOARD OVER POLY V.B. SEAL V.B. TO FRAMING W/ 3/8" CLIPS & BEAD OF SEALANT TAPE CEILING V.B. TO WALL V.B. & SEAM OVERHANG PER ELEVATIONS ENERGY HEIGHT PER TRUSS MANUF. UNLESS NOTED R-49 INSULATION AS REQ'D W/ C.B. AIR CHUTE PITCH PER ELEVATIONS - R-1O EXTERIOR INSULATION (MIN.) -2" POLYSTYRENE R-10 INSUL.w/ NAILING STRIPS FOR SIDING CONNECTION GRADE -SILL SEALER UNDER SILL PLATE -6 MIL SLIP SHEET - 8" POURED CONCRETE FOUNDATION - STANDARD #5 REBAR 3'-0" ON CENTER NOTE: SILL PLATE TO HANG PAST FOUNDATION EDGE BY 2" SO EXTERIOR SHEATHING IS FLUSH WITH EXT. OF RIGID INSULATION -R-20 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINTBELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING -4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) FLOOR TRUSS SYSTEM 3/8" CLIPS & BEAD OF SEALANT FLOOR TRUSSES TO MEET FIRE -1/2" SHEETROCK ON UNDERSIDE OF PROTECTION OF FLOORS PER CODE BETWEEN FDN. WALL & INSULATION, - CONTINUOUS BEAD OF SEALANT AND BETWEEN BASEMENT FLOOR& BOTTOM OF INSULATION INSTALLED PER MANUF. SPECS -R-5 INTERIOR FOAM INSULATION (MIN.) (INTERIOR INSUL. NOT TO EXCEED R-11) -SEAL ALL INTERIOR JOINTS, EDGES& PENETRATIONS -SEAL V.B. TO FRAMING WITH - 8" POURED CONC. FOUNDATION WALLS - WALLS TO HAVE STANDARD REBAR SCHEDULE: #5 REBAR 3' ON CENTER EACH WAY - TO BRACE WALLS IN TWO SPOTS - 20"x10" CONC. FOOTINGS w/ 2 #4 REBAR -R-21 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINTBELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING-4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - FLOOR TRUSS -SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT -DOUBLE TOP PLATE -3/4" SUBFLOOR AS REQ'D.-FINISH FLOOR AS SPEC. -4 MIL POLY V.B. -1/2" GYP. BOARD -R-21 F.B. INSUL AS REQ'D. -5/8" GYPSUM BOARD OVER POLY V.B. -2x6 STUDS AT 16" O.C. OR AS REQ'D. TREATED SILL PLATE 6" SILL SEALER 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. TR SP - 7-3/4" MA - 10" MIN. - 6-8" MIN. - MAINTAI HALLWAY VENT PIPE T FITTING- VENT PIPE TO HORIZONTAL PIPE 3" T0 4" PERFORATED PIPE LAID HORIZONTALLY UNDER THE VAPOR BARRIER AND IN THE ROCK 4" OF AGGREGATE UNDER ALL CONCRETE SLABS. (GREATER THAN 1/4" DIAM. BUT SMALLER THAN 2") PIPE ENDS A MIN. OF 12" ABOVE ROOF SURFACE AND A MIN. OF 10'-0" FROM WINDOWS, OPENINGS OR OTHER BUILDINGS FLASH AROUND PIPE VENT PIPE RUNS VERTICALLY THRU THE BUILDING LABEL PIPE AS "RADON REDUCTION SYSTEM" ON EACH FLOOR 6 MIL POLY SHEETING OVER AGGREGATE OVERLAPPED 12" AT SEAMS FIT CLOSELY AROUND PENETRATIONS MIN. R-4 INSULATION IN NON-CONDITIONED SPACES PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF 20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY FROST FTG.20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY 4'10"1'-8" GRADE TREATED SILL PLATE 6" SILL SEALER 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. - INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - 4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN.- SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT- FINISH FLOOR AS SPEC. - 2x6 TRD. SILL PLATE - 4" SILL SEALER TO THE INSIDE OF 2x6 STUD, WITH BEAD OF CAULKING ON EXTERIOR TO PREVENT AIR PENETRATION - 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C.2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES - 3-1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - R-10 FOAM INSULATION, MIN. 12" VERTICAL AND 12" HORIZONTAL - 6 MIL SLIP SHEET - PROTECTION BOARD OR COATING - THICKENED SLAB W/ STND. REBAR (PER CONCRETE CONTRACTOR) - FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL ORCOMPACTED STRUCTURAL FILL OF SUITABLE BEARING CAPACITY R-21 F.G. INSUL 4 MIL POLY V.B. WITH 6" LAPPED JOINTS 1/2" GYP.BD. WITH INTERIOR AIR BARRIER -ARCHITECTURAL SHINGLES -15/32 " ROOF SHEATHING -ENG. TRUSSES 24" O.C. -WINTERGUARD (2 ROWS) -15# FELT -SIDING/SHAKES/ STONE AS SPEC. -HOUSEWRAP -2x6 STUDS 16" O.C. -1/2" OSB SHEATHING -ROOF EDGE -2x6 SUB-FASCIA -SOFFIT W/ CONT. VENT DBL TOP PLATE 5/8" GYPSUM BOARD OVER POLY V.B. SEAL V.B. TO FRAMING W/ 3/8" CLIPS & BEAD OF SEALANT TAPE CEILING V.B. TO WALL V.B. & SEAM OVERHANG PER ELEVATIONS ENERGY HEIGHT PER TRUSS MANUF. UNLESS NOTED R-49 INSULATION AS REQ'D W/ C.B. AIR CHUTE PITCH PER ELEVATIONS - R-1O EXTERIOR INSULATION (MIN.) -2" POLYSTYRENE R-10 INSUL.w/ NAILING STRIPS FOR SIDING CONNECTION GRADE -SILL SEALER UNDER SILL PLATE -6 MIL SLIP SHEET - 8" POURED CONCRETE FOUNDATION - STANDARD #5 REBAR 3'-0" ON CENTER NOTE: SILL PLATE TO HANG PAST FOUNDATION EDGE BY 2" SO EXTERIOR SHEATHING IS FLUSH WITH EXT. OF RIGID INSULATION -R-20 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINTBELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING -4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) FLOOR TRUSS SYSTEM 3/8" CLIPS & BEAD OF SEALANT FLOOR TRUSSES TO MEET FIRE -1/2" SHEETROCK ON UNDERSIDE OF PROTECTION OF FLOORS PER CODE BETWEEN FDN. WALL & INSULATION, - CONTINUOUS BEAD OF SEALANT AND BETWEEN BASEMENT FLOOR & BOTTOM OF INSULATION INSTALLED PER MANUF. SPECS -R-5 INTERIOR FOAM INSULATION (MIN.) (INTERIOR INSUL. NOT TO EXCEED R-11) -SEAL ALL INTERIOR JOINTS, EDGES& PENETRATIONS -SEAL V.B. TO FRAMING WITH - 8" POURED CONC. FOUNDATION WALLS - WALLS TO HAVE STANDARD REBAR SCHEDULE: #5 REBAR 3' ON CENTER EACH WAY - TO BRACE WALLS IN TWO SPOTS - 20"x10" CONC. FOOTINGS w/ 2 #4 REBAR -R-21 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINT BELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING-4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - FLOOR TRUSS -SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT -DOUBLE TOP PLATE -3/4" SUBFLOOR AS REQ'D. -FINISH FLOOR AS SPEC. -4 MIL POLY V.B. -1/2" GYP. BOARD -R-21 F.B. INSUL AS REQ'D. -5/8" GYPSUM BOARD OVER POLY V.B. -2x6 STUDS AT 16" O.C. OR AS REQ'D. TREATED SILL PLATE 6" SILL SEALER 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. 7 3/4" TREAD MATERIAL PER SPEC. BOOK 10"CUT ON STRINGER RISER HEIGHT NOT TO EXCEED - 7-3/4" MAX. RISER HEIGHT - 10" MIN. TREAD - 6-8" MIN. HEADROOM - MAINTAIN MIN. 36" WIDTH OF HALLWAYS AND STAIRWAYS - AT LEAST ONE HANDRAIL REQUIRED ON GUARDRAIL OPEN SIDES - GUARDRAILS MIN. 36" HGT., 4" MAX. OPENINGS - HANDRAILS- CONTINUOUS GRIPPABLE HANDRIALS REQ'D. 34"-38" HIGHT, 1- 1/4"-2" DIA. NO CLOSER THAN 1-1/2" TO WALL, RETURN ENDS TO WALL OR POST. VENT PIPE T FITTING- VENT PIPE TO HORIZONTAL PIPE 3" T0 4" PERFORATED PIPE LAID HORIZONTALLY UNDER THE VAPOR BARRIER AND IN THE ROCK 4" OF AGGREGATE UNDER ALL CONCRETE SLABS. (GREATER THAN 1/4" DIAM. BUT SMALLER THAN 2") PIPE ENDS A MIN. OF 12" ABOVE ROOF SURFACE AND A MIN. OF 10'-0" FROM WINDOWS, OPENINGS OR OTHER BUILDINGS FLASH AROUND PIPE VENT PIPE RUNS VERTICALLY THRU THE BUILDING LABEL PIPE AS "RADON REDUCTION SYSTEM" ON EACH FLOOR 6 MIL POLY SHEETING OVER AGGREGATE OVERLAPPED 12" AT SEAMS FIT CLOSELY AROUND PENETRATIONS MIN. R-4 INSULATION IN NON-CONDITIONED SPACES PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF 20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY FROST FTG.20x10 CONC. FTG. WITH (2) 1/2" REBAR FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STURCTUREAL FILL OF SUITABLE BEARING CAPACITY 10"1'-8" GRADE TREATED SILL PLATE 6" SILL SEALER 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. - INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - 4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. - SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT - FINISH FLOOR AS SPEC. - 2x6 TRD. SILL PLATE - 4" SILL SEALER TO THE INSIDE OF 2x6 STUD, WITH BEAD OF CAULKING ON EXTERIOR TO PREVENT AIR PENETRATION - 1/2" ANCHOR BOLT (MIN. 7MM EMBED.) @ MAX. 72" O.C. 2 PER PIECE MIN. AND 12" FROM CORNERS AND SPLICES - 3-1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY,WITH JOINTS LAPPED NOT LESS THAN 6" - R-10 FOAM INSULATION, MIN. 12" VERTICAL AND 12" HORIZONTAL- 6 MIL SLIP SHEET- PROTECTION BOARD OR COATING - THICKENED SLAB W/ STND. REBAR (PER CONCRETE CONTRACTOR) - FOOTING TO REST ON GRANULAR UNDISTURBED MATERIAL OR COMPACTED STRUCTURAL FILL OF SUITABLE BEARING CAPACITY R-21 F.G. INSUL 4 MIL POLY V.B. WITH 6" LAPPED JOINTS 1/2" GYP.BD. WITH INTERIOR AIR BARRIER -ARCHITECTURAL SHINGLES -15/32 " ROOF SHEATHING -ENG. TRUSSES 24" O.C. -WINTERGUARD (2 ROWS) -15# FELT -SIDING/SHAKES/ STONE AS SPEC. -HOUSEWRAP -2x6 STUDS 16" O.C. -1/2" OSB SHEATHING -ROOF EDGE -2x6 SUB-FASCIA -SOFFIT W/ CONT. VENT DBL TOP PLATE 5/8" GYPSUM BOARD OVER POLY V.B. SEAL V.B. TO FRAMING W/ 3/8" CLIPS & BEAD OF SEALANT TAPE CEILING V.B. TO WALL V.B. & SEAM OVERHANG PER ELEVATIONS ENERGY HEIGHT PER TRUSS MANUF. UNLESS NOTED R-49 INSULATION AS REQ'D W/ C.B. AIR CHUTE PITCH PER ELEVATIONS - R-1O EXTERIOR INSULATION (MIN.) -2" POLYSTYRENE R-10 INSUL.w/ NAILING STRIPS FOR SIDING CONNECTION GRADE -SILL SEALER UNDER SILL PLATE -6 MIL SLIP SHEET - 8" POURED CONCRETE FOUNDATION - STANDARD #5 REBAR 3'-0" ON CENTER NOTE: SILL PLATE TO HANG PAST FOUNDATION EDGE BY 2" SO EXTERIOR SHEATHING IS FLUSH WITH EXT. OF RIGID INSULATION -R-20 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINTBELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING -4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) FLOOR TRUSS SYSTEM 3/8" CLIPS & BEAD OF SEALANT FLOOR TRUSSES TO MEET FIRE -1/2" SHEETROCK ON UNDERSIDE OF PROTECTION OF FLOORS PER CODE BETWEEN FDN. WALL & INSULATION, - CONTINUOUS BEAD OF SEALANT AND BETWEEN BASEMENT FLOOR& BOTTOM OF INSULATION INSTALLED PER MANUF. SPECS -R-5 INTERIOR FOAM INSULATION (MIN.) (INTERIOR INSUL. NOT TO EXCEED R-11) -SEAL ALL INTERIOR JOINTS, EDGES& PENETRATIONS -SEAL V.B. TO FRAMING WITH - 8" POURED CONC. FOUNDATION WALLS - WALLS TO HAVE STANDARD REBAR SCHEDULE: #5 REBAR 3' ON CENTER EACH WAY - TO BRACE WALLS IN TWO SPOTS - 20"x10" CONC. FOOTINGS w/ 2 #4 REBAR -R-21 (MIN.) BATT INSULATION -SIDING (SEE ELEVATIONS FOR TYPE) -CLOSED CELL INSUL. AT RIM (R-20 MIN.) -2x4 NAILER ALONG BOTTOM EDGE OF TRUSS -1/2" OSB SHEATHING AT RIM -2x4 NAILER ALONG TOP EDGE OF TRUSS -HOUSE WRAP (EXTEND DOWN WALL TO A POINTBELOW THE SILL PLATE) -EXTERIOR WALL SHEATHING-4 MIL POLY V.B. w/ JOINTS LAPPED 6" MIN. -INTERIOR GYP. BOARD (INTERIOR AIR BARRIER) - FLOOR TRUSS -SEAL V.B. TO FRAMING WITH 3/8" CLIPS & BEAD OF SEALANT -DOUBLE TOP PLATE -3/4" SUBFLOOR AS REQ'D.-FINISH FLOOR AS SPEC. -4 MIL POLY V.B. -1/2" GYP. BOARD -R-21 F.B. INSUL AS REQ'D. -5/8" GYPSUM BOARD OVER POLY V.B. -2x6 STUDS AT 16" O.C. OR AS REQ'D. TREATED SILL PLATE 6" SILL SEALER 3 1/2" CONC. SLAB FLOOR w/ FIBER MESH ON 6 MIL. POLY, WITH JOINTS LAPPED NOT LESS THAN 6" - 2" EXTERIOR FOAM - WATERPROOFING PER CODE - 8" POURED CONC. FOUNDATION WALL w/ STRD #5 REBAR 3''-0" O.C. 7 3/4" TREAD MATERIAL PER SPEC. BOOK 10"CUT ON STRINGER RISER HEIGHT NOT TO EXCEED - 7-3/4" MAX. RISER HEIGHT - 10" MIN. TREAD - 6-8" MIN. HEADROOM - MAINTAIN MIN. 36" WIDTH OF HALLWAYS AND STAIRWAYS - AT LEAST ONE HANDRAIL REQUIRED ON GUARDRAIL OPEN SIDES - GUARDRAILS MIN. 36" HGT., 4" MAX. OPENINGS - HANDRAILS- CONTINUOUS GRIPPABLE HANDRIALS REQ'D. 34"-38" HIGHT, 1- 1/4"-2" DIA. NO CLOSER THAN 1-1/2" TO WALL, RETURN ENDS TO WALL OR POST. VENT PIPE T FITTING- VENT PIPE TO HORIZONTAL PIPE 3" T0 4" PERFORATED PIPE LAID HORIZONTALLY UNDER THE VAPOR BARRIER AND IN THE ROCK 4" OF AGGREGATE UNDER ALL CONCRETE SLABS. (GREATER THAN 1/4" DIAM. BUT SMALLER THAN 2") PIPE ENDS A MIN. OF 12" ABOVE ROOF SURFACE AND A MIN. OF 10'-0" FROM WINDOWS, OPENINGS OR OTHER BUILDINGS FLASH AROUND PIPE VENT PIPE RUNS VERTICALLY THRU THE BUILDING LABEL PIPE AS "RADON REDUCTION SYSTEM" ON EACH FLOOR 6 MIL POLY SHEETING OVER AGGREGATE OVERLAPPED 12" AT SEAMS FIT CLOSELY AROUND PENETRATIONS MIN. R-4 INSULATION IN NON-CONDITIONED SPACES PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF DN UP 4'12'8'8'8'10'4'12'4'4'11'2'10'4'11'4'3'8'8'12'4'8'4'8'4'3'9' WSP WOOD STRUCTURAL PANEL (OSB OR PLYWOOD) NAIL PATTERN: 8d NAILS @ 6" O.C. EDGE, 12" O.C. FIELD WSP WSPWSPWSPWSPWSPWSP WSPWSPWSPWSPWSP WSPWSPGARAGE PORTAL FRAMING GARAGE PORTAL FRAMINGWSP4'10'8'9'4'7'4' WSP WSP WSP WSP WSP WOOD STRUCTURAL PANEL (OSB OR PLYWOOD) NAIL PATTERN: 8d NAILS @ 6" O.C. EDGE, 12" O.C. FIELD GARAGE PORTAL FRAMING NO SCALE STAIR CROSS SECTION 1/4"=1'-0" SECTION DETAILS, WALL BRACING, ROOF LAYOUT ROOF LAYOUT 1/8"=1'-0" SHEET: DATE: REVISIONCLIENT: 7634 201st Street WLakeville, MNeeddmmoonnssoonn iinnkkA-4 6/15/2023draing & designPO Box 331 Annandale, MN 55302eiddprints@gmail.com 320-223-1519www.eiddprints.comBUILDER:Castle Gate Const. 952-261-53948465 Gallery ParkwayVictoria, MN 55386License # BC0415287/27/2023 KNEE-WALL FOUNDATION DETAIL 1/8"=1'-0" PASSIVE RADON SYSTEM NO SCALE FULL BASEMENT FOUNDATION DETAIL 1/8"=1'-0" WALK-OUT FOUNDATION DETAIL 1/8"=1'-0" BEARING WALL FOOTING DETAIL 1/8"=1'-0" FOUNDATION WALL BRACING PLAN 1/8"=1'-0" MAIN FLOOR WALL BRACING PLAN 1/8"=1'-0" FIRE BLOCKING: - PROVIDE FIRE BLOCKING AROUND ALL OPENINGS BETWEEN FLOORS PER R302.11 - ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED BY MIN. 1/2" DRYWALL - GARAGE AND IT'S ATTIC IS REQUIRED TO BE SEPARATED FROM THE DWELLING AND ITS ATTIC BY NOT LESS THAN 1/2" DRYWALL FASTENED PER TABLE R702.3.5. IF DWELLING EXTENDS ABOVE GARAGE, THEN GARAGE CEILING TO BE PROTECTED WITH NOT LESS THAN 5/8" TXPE- X GYPSUM ATTACHED PERPENDICULAR TO THE FRAMING USING MIN. 1-7/8" 6D NAILS OR EQUIV. SCREWS 6" O.C. ALL STRUCTURE THAT SUPPORTS REQUIRED SEPARATION IS TO BE PROTECTED WITH 1/2" GYPSUM FASTENED PER TABLE 702.3.5 - WALL AND CEILING FINISHES ARE REQUIRED TO HAVE NOT MORE THAN 200/240 FLAME SPREAD/ SMOKE DEVELOPED WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ALTERNATE TESTING IS ALLOWED TO NFPA 286 PROVIDED IT MEETS REQUIREMENTS 1-5 OF SECTION R302.9.4. FOAM PLASTIC INSUL. THAT IS NOT SEPARATED FROM THE BUILDINGS INTERIOR WITH THE REQUIRED 1/2" DRYWALL, 23/32" WOOD PANEL OR OTHER THERMAL BARRIER TESTED IN ACCORDANCE WITH NFPA 275 IS REQUIRED TO HAVE NOT MORE THAN A 75/450 FLAME SPREAD/SMOKE DEVELOPED WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. DRAFT STOPPING:(IF NEEDED) - PROVIDE DRAFT STOPPING WHEN THERE IS CONCEALED SPACE BETWEEN FLOORS PER R302.12 - INSTALL DRAFT STOPPING CONSISTING OF MIN. 1/2" DRYWALL OR 3/8" WOOD STRUCTURAL PANEL PARALLEL TO FLOOR FRAMING SO CONCEALED SPACE DOES NOT EXCEED 1,000 SQ. FT. DRAFT STOPPING SHALL DIVIDE CONCEALED SPACES INTO APPROX. EQUAL AREAS. THE INTEGRITY OF DRAFT-STOPPING SHALL BE MAINTAINED. SMOKE ALARMS: PROVIDED AND INSTALLED PER IRC SECTION 313.2.1 PROVIDE HARDWIRED AND INTERCONNECTED SMOKE ALARMS IN EVERY BEDROOM AND IN THE CORRIDOR GIVING ACCESS TO THE BEDROOMS. AT LEAST ONE PER FLOOR- INCLUDING BASEMENTS WHERE NO BEDROOMS EXIST, AND HABITABLE ATTICS. - IONIZING SMOKE ALARMS SHALL BE INSTALLED NO CLOSER THAN 20' TO COOKING APPLIANCES - IONIZING SMOKE ALARMS WITH A SILENCING SWITCH SHALL NOT BE INSTALLED CLOSER THAN 10" TO COOKING APPLIANCES - PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED CLOSER THAN 6' TO COOKING APPLIANCES - ALARMS ADJACENT BATHROOMS: NO ALARMS SHALL BE INSTALLED WITHIN 3' HORIZONTALLY OF A TUB OR SHOWER CONTAINING BATHROOM UNLESS THIS INTERFERES WITH OTHER PLACEMENT REQUIREMENTS. CARBON MONOXIDE ALARMS: PROVIDED AND INSTALLED PER MINNESOTA STATUE 299F.50 PROVIDE HARDWIRED AND INTERCONNECTED CO ALARMS OUTSIDE OF AND WITHIN 10 FEET OF EVERY BEDROOM OR SLEEPING. - CO ALARM IS REQUIRED ON EVERY LEVEL THAT CONTAINS A BEDROOM OR SLEEPING AREA. - CO ALARM IS REQUIRED INSIDE BEDROOMS WHEN THAT BEDROOM OR ATTACHED BATHROOM CONTAINS A FUEL FIRED APPLIANCE. *INTERCONNECTION MAY BE ACHIEVED BY USE OF A UL217 OR UL2034 LISTED WIRELESS SYSTEM. * EXCEPTIONS: EXISTING SPACES, WHERE INTERIOR FINISHES ARE NOT REMOVED EXPOSING THE STRUCTURE, MAY HAVE BATTERY OPERATED SMOKE OR CO ALARMS THAT ARE NOT INTERCONNECTED. - ALL REQUIRED ALARMS MUST BE INSTALLED AND OPERATIONAL AT TIME OF FINAL BUILDING INSPECTION. DOOR AND WINDOW NOTES: EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH. DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4" TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 120 MINUTES. GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS FOUNDATION NOTES: ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED DEPTH BELOW FINISH GRADES. CONCRETE STRENGTH, 3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI). 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. MAXIMUM SLUMP, 4" CONCRETE EXPANSION ANCHORS SHALL BE 'SIMPSON WEDGE-ALL STUD ANCHORS' OR EQUIVALENT. INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED. * JOINTS AROUND WINDOW AND DOOR FRAMES * JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. * JOINTS BETWEEN WALL AND FOUNDATION * JOINTS BETWEEN WALL AND ROOF * JOINTS BETWEEN WALL PANELS * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS ADHERED MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R703.12,1, SECTION 703.7.1 AND ARTICLE 3.3C OF TMS 602 OR IN ACCORDANCE WITH MANUF. INSTRUCTIONS, LATH INSPECTION MAY BE REQUIRED. HOUSE/ GARAGE DRAINAGE NOTES: TIE WELL DRAINAGE INTO HOUSE DRAINAGE. (TYP.) GARAGE FLOOR DRAINS SHALL NOT CONNECT TO SANITARY. DISCHARGE TO DAYLIGHT TO RUN ACROSS A GREEN SPACE OR OTHER PERVIOUS SURFACE BEFORE MAKING IT TO THE CURB OR STORM DRAIN. GENERAL PLUMBING AND VENTING NOTES: PROVIDE AIR BARRIER PROTECTION FOR INSULATION BEHIND/ BELOW TUB/SHOWER UNITS INSTALLED ON EXTERIOR WALLS AS REQ'D BY ENERGY CODE. ALL PLUMBING SHALL BE ADEQUATELY PROTECTED FROM FREEZING. OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES SHALL BE PROTECTED WITH AN APPROVED MATERIAL, MEETING ASTM E136 TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO MINIMUM 70" ABOVE SHOWER DRAINS. EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS BATHROOM VENTILATION REQUIRED. EERO REQUIREMENTS: BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING (EERO). WHERE BASEMENTS CONTAIN SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE PROVIDED IN EACH SLEEPING ROOM, BUT NOT REQUIRED IN THE ADJOINING AREAS OF THE BASEMENT. THE REQUIRED EERO SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO THE PUBLIC WAY. - REQUIRED DIMENSIONS ARE AS FOLLOWS AND ARE MEASURED TO THE EDGE OF THE CLEAR OPENING: MAX. SILL HEIGHT ABOVE FINISHED FLOOR- 44" ; MIN. OPENING AREA OF 5.7 SQ FT, EXCEPT GRADE FLOOR OPENINGS SHALL HAVE 5.0 SQ FT MIN.; MIN. OPENING HGT. OF 24"; MIN. OPENING WIDTH OF 20" - OPENINGS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS, KEYS OR SPECIAL KNOWLEDGE. GRADING NOTES: 1 CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 2 PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. 3 FINAL GRADE TO CONVEY SURFACE DRAINAGE TOWARD LOT LINES AND SWAILS. 4 AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL AND STRIPPED OF TOPSOIL. EROSION CONTROL NOTES: 1 INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 2 MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS. 3 IT IS RECOMMENDED THE CONTRACTOR COVER ALL EXPOSED SOIL WITH MULCHED STRAW OR WOOD CHIPS TO MINIMIZE SOIL EROSION. 4 DISPERSION TRENCHES SHALL OVERFLOW ONTO NATIVE UNDISTURBED GROUND. NO SITE DISTURBANCE BELOW TRENCHES. THIS PROJECT SHALL BE CONSTRUCTED TO THE CURRENT MN RESIDENTIAL BUILDING CODE, INCORPORATING THE AMENDED 2020 MRC AND MN RULES 1322 RESIDENTIAL ENERGY CODE. EXTERIOR MATERIAL COLORS: SHINGLES MAIN LAP SIDING VERTICAL SIDING SHAKE SIDING DOOR TRIM FRONT DOOR COLOR WINDOW TRIM FRIEZE TRIM 3" CORNER TRIM 6" CORNER TRIM DECKING RAILINGS DECK TRIM EXTERIOR MATERIALS: ROOF VENT 8x8 ROOF VENTS SHINGLES 240# OR 320-340# GUTTERS FASCIA FRIEZE WINDOW WINDOW SIDES CORNER TRIM FRONT ENTRY: CORNER CAPITAL (FRONT ENTRY) HORIZ. SIDING SHAKE SIDING DECKING MATERIAL: DECKING DECK BAND BOARD WRAPPED POSTS EXT.FINISH OVER INSUL. INTERIOR MATERIAL COLORS: INTERIOR MILLWORK INTERIOR STAIN INTERIOR HARDWARE INTERIOR WALL PAINT EXTERIOR TRIM SCHEDULE: TRIM A: 1X4 OSC TRIM TRIM B: 1X6 WINDOW TRIM TRIM C: 1X8 TRANSITION TRIM TRIM D: 1X10 GARAGE DOOR TRIM TRIM E: 1X12 CORNER TRIM WINDOW & DOOR TRIMMER SCHEDULE: WINDOWS AND PATIO DOORS MANUF: WINDOWS IN 8'-1 1/8" WALLS & ALL EXT. DOORS 81-3/4" WINDOWS IN 9'-1 1/8" WALLS 96" EXTERIOR SWING DOORS 81-3/4" INTERIOR SWING DOORS 81-1/2" BI-FOLD DOORS 80-1/2" *FRAME 1-1/4" WIDER THEN STATED DOOR WIDTH POCKET DOORS 83-3/4" *FRAME DOUBLE THE STATED DOOR WIDTH *IF PKD FRAME IS NOT ON SITE, LEAVE FRAMING OPEN ABOVE, AND FRAME DOWN TO IT AFTERWARDS FACE FRAME ROUGH-IN SCHEDULE: 12"10"x83" R.O. 15"13"x83" R.O. 18"16"x83" R.O. 21"19"x83" R.O. 24"22"x83" R.O. 30"28"x83" R.O.COPYRIGHT DISCLAIMER:ALL IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY EDMONSON INK DRAFTING & DESIGN CO. AND WERE CREATED, EVOLVED OR DEVELOPED FOR USE ON AND INCONNECTION WITH, THE SPECIFIED PROJECT. NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND SPECIFICATIONS SHALL BE USED OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION OF FOR ANY PURPOSE WHATSOEVER WITHOUT THEWRITTEN PERMISSION OF EDMONSON INK DRAFTING & DESIGN CO. CONTACT WITH THESE PLANS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PLAN NOTESPROJECT FINISHED SQUARE FEET: LOWER- 2,046 MAIN-1,958 GARAGE 842 TOTAL HOUSE SQ. FT- 4,004 SHEET: DATE: REVISIONCLIENT: 7634 201st Street WLakeville, MNeeddmmoonnssoonn iinnkkA-5 6/15/2023draing & designPO Box 331 Annandale, MN 55302eiddprints@gmail.com 320-223-1519www.eiddprints.comBUILDER:Castle Gate Const. 952-261-53948465 Gallery ParkwayVictoria, MN 55386License # BC0415287/27/2023 GENERAL NOTES: THE BUILDER SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES. LOCAL CODE AND VARIANCE REVIEW TO BE DONE BY OTHERS. WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS). 1 ALL CONTRACTORS MUST FAMILIARIZE THEMSELVES WITH ALL FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, BUILDING CODES, AND ANY REGULATIONS WHICH IN ANY MANNER, AFFECT THOSE ENGAGED IN OR EMPLOYED ON THE WORK, OR THE MATERIALS OR REQUIREMENTS USED, OR WHICH- IF ANY WAY- AFFECT THE CONDUCT OF THE WORK, FI NOT SPECIFICALLY STATED ON THE PLANS OR IN THE SPECIFICATIONS, THE APPROPRIATE CODE SHALL GOVERN SIZES, QUALITIES, AND QUANTITIES OF ALL WORK. 2. VERIFY LOCATION & INVERT ELEVATION AT SANITARY SERVICE. PENETRATION THRU FOOTING MAY BE NECESSARY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY THIS OFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND FUNCTION OF PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. ANY DEFECT, ERRORS OR OMISSIONS DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THIS OFFICE BEFORE PROCEEDING WITH WORK. REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ROOF, FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED. INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C. LABEL. FRAMING NOTES: PROVIDE POSITIVE VENTILATION AT EA. END OF EA. RAFTER SPACE AT VAULTED CEILING AREAS. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC. R502.12. PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST LATERAL DISPLACEMENT. GENERAL PORCH/ DECK NOTES: ATTACH DECK LEDGER WITH LAG BOLTS/SCREWS THAT PENETRATE INTO RIM JOIST OR WALL STUDS PER MINNESOTA CODE REQUIREMENTS. BEAMS AND HEADERS: ALL HEADERS TO BE (2) 2x10 SPF UNLESS OTHERWISE NOTED. IF ANY BEAMS OR HEADERS ARE NOTED ON THE PLAN, DEPTH OF SUCH SHALL NOT BE EXCEEDED. MIN. DBL STUDS @ ALL WINDOW AND DOOR OPENINGS LARGER THEN 6 FT, AND POINT LOADS UNLESS OTHERWISE NOTED. BEAM HEADER SUPPLIER TO VERIFY THAT ALL BEAMS AND HEADERS WILL SUPPORT ROOF AND FLOOR LOAD TRUSS LOADS PRIOR TO CONSTRUCTION. TRUSSES: TRUSSES SHALL BE ATTACHED TO WALL ASSEMBLY WITH METAL CONNECTOR CAPABLE OF RESISTING MIN. UPLIFT FORCE OF TABLE R802.11 EXPOSURE B OR THE VALUES GIVEN IN THE TRUSS DESIGN DRAWINGS. WALL PANEL NOTES: B.P. BRACED WALL PANEL 3'-4" MIN. LENGTH w/ 7/16" OSB OR 1/2" PLYWOOD AND 8d COMMONS 3" o/c AT ALL PANEL EDGES, 6" o/c FIELD. I.B.P. INTERIOR BRACED WALL PANEL 1/2" GYP. BD PER R 602.10.3(5); 1/2 GWB EACH SIDE w/ #6 X 1 1/4 TYPE S OR W SCREWS PERS ASTM C1002 @ 7" o/c @ ALL SUPPORTS A.B.P. ALTERNATE BRACED WALL PANEL 2'-8" MIN. WIDTH w/ 7/16" OSB OR 1/2" PLYWOOD AND 8d COMMONS 3" o/c AT ALL PANEL EDGES, 6" o/c FIELD & (2) A.B. PER PANEL LOCATED AT 1/4 POINTS & 1800# MIN. HOLDDOWN EACH END *HPAHD22 OR STD10) ALL BRACED WALL PANELS TO BEGIN WITHIN 10'-0" FROM EACH END OF A BRACED WALL LINE. DISTANCE BETWEEN ADJACENT EDGES OF A BRACED WALL PANEL SHALL BE NO GREATER THAN 20'-0". BUILDING PERFORMANCE: HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF REGIONAL AND LOCAL CODES. ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR. ALL PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK OR FOAM. FLASHING NOTES: (IRC. R103.8 FLASHING) ALL OPENINGS TO THE EXTERIOR MUST BE CAULKED AND FLASHED. FLASHING IS REQUIRED WHERE ALL ROOF & VERTICAL SURFACES MEET, AT WALL AND ROOF INTERSECTIONS, AND WHERE SIDING MATERIAL CHANGES. ICE DAM PROTECTION: 1 LAYER OF 40# COATED ROOFING OR COATED CLASS C BASE SHEET SHALL BE APPLIED FROM THE EAVES TO A LINE 12" INSIDE THE EXTERIOR WALL LINE ATTIC: - VENTILATION- NET FREE AREA TO BE EQUAL TO 1/50TH OF THE ATTIC AREA, OR 1/300TH OF THE ATTIC AREA PROVIDED WITH AT LEAST 50% IN THE UPPER PORTION OF ROOF WITH THE BALANCE IN VENTED SOFFIT. - PROVIDE ATTIC ACCESS TO ENCLOSED ATTIC AREAS 30 SQ FT OR GREATER, WITH A CEILING HGT 30" OR GREATER. ACCESS SHALL BE 22"x30" AND PLACED IN A READILY ACCESSIBLE LOCATION. IF PLACED IN A WALL, THE ACCESS SHALL BE A MINIMUM OF 22" WIDE BY 30" TALL Print Name: Signed: Nick Hanson I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. License Number:1-1-23 46665Date: SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2023. 2023 FOUNDATION GUIDE: DRAWING INDEX: SCOPE, INDEX, & CERTIFICATION S0 USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STOOP DETAIL S15 COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 150 3.001 January 1, 2023 S0 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET 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 THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF 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 SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL 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 STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT 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 WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A 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 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 151 3.001 January 1, 2023 S1 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING 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 FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS 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" OFCENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS 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 COVER IS 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 MINOR FORM 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 SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER 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 WITH THE 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 AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS 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 SOIL PRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGN FOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW AND CONSENT OF THE HANSON GROUP. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 152 3.001 January 1, 2023 S2 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 153 3.001 January 1, 2023 S3 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 154 3.001 January 1, 2023 S4 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 155 3.001 January 1, 2023 S5 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4 x 5'-0" HOOKS @ 24" O.C. EMBEDDED IN FOUNDATION WALL & CAST INTO SLAB (MAY REDUCE 2'-0" LEG LENGTH & DRILL IN & EPOXY 8" MIN. INTO FOUNDATION WALL) 3'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR 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 IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT)2'-0" COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 156 3.001 January 1, 2023 S6 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 157 3.001 January 1, 2023 S7 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 GRADE 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 S7)BACKFILL HEIGHT(SEE S7)8'-0" OR LESS9'-0" MAX.10'-0" MAX.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) COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 158 3.001 January 1, 2023 S8 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 159 3.001 January 1, 2023 S9 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION 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 AT EACH MEMBER CONNECTION C CONNECTION 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 MEMBER * 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 A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1510 3.001 January 1, 2023 S10 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1511 3.001 January 1, 2023 S11 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 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 SHOWN ORSHIFT 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 S11 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. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1512 3.001 January 1, 2023 S12 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1513 3.001 January 1, 2023 S13 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 10'-0" MAX3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB1'-6" MIN3'-0" EACH WAY MIN 112" TYPSLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1514 3.001 January 1, 2023 S14 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 BACKFILL HEIGHT (NOT TO EXCEED 10'-0")SEE S7 FOR TYPICAL FOUNDATION WALL & FOOTING CONSTRUCTION MAINTAIN MIN. 6" WIDE STEMWALL WITH EXTERIOR LEDGE WOOD FLOOR SYSTEM BY OTHERS BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM) FLASHING & WATERPROOFING BY OTHERS STOOP SLAB BY OTHERS * SEE S10 FOR FLOOR TO SILL CONNECTION 112" CLEAR BUILD UP w/ RIGID INSULATION BELOW SLAB TO MAINTAIN 10'-0" MAX. BACKFILL HEIGHT AS REQ'D OR PROVIDE SITE SPECIFIC ENGINEERING (MAY SUBTRACT 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY& CLAY SOILS DUE TO GRANULAR FILL BELOW STOOP SLAB)* MODIFIED CLEAR HEIGHT* SEE REBAR TABLE S8 FOR VERTICAL REBAR * SEE S11 FOR ANCHOR BOLTS * FOR REBAR TABLE S7, FLOOR TO SILL CONNECTION TABLE S10, AND ANCHOR BOLT TABLE S11 USE MODIFIED CLEAR HEIGHT OF 9'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 8'-6" AND USE MODIFIED CLEAR HEIGHT OF 10'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 9'-6" (MAY REDUCE BACKFILL HEIGHT BY 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY AND CLAY SOILS) COPYRIGHT HANSON GROUP LLC 2023© City: ofSheet: Drawing Date: Project Number: 1515 3.001 January 1, 2023 S15 2023 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STOOP DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 'ZRGTV%QPUVTWEVKQP +PFWUVTKCN$QWNGXCTF ;QWPI#OGTKEC/0 Start Joist Layout Here. 19.2" o/c Resume 19.2" Spacing Here 19.2" o/c START JOIST @ 12" OC IN THIS AREAFraming Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 2 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 No H2 1 Simpson LUS210 8- 10dx1.5 - 4- 10d No H3 12 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No H4 6 Simpson IUS2.06/9.5 8- 10dx1.5 - 2- 10dx1.5 Yes Products PlotID Length Product Plies Net Qty F46' 46' 0" 11 7/8" TJI 210 joist 1 11 F32' 32' 0" 11 7/8" TJI 210 joist 1 1 F20' 20' 0" 11 7/8" TJI 210 joist 1 10 F16' 16' 0" 11 7/8" TJI 210 joist 1 6 Joist Material Blocking 15' 5 1/8" 11 7/8" TJI 210 joist 1 1 F12' 12' 0" 11 7/8" TJI 210 joist 1 4 F8' 8' 0" 11 7/8" TJI 210 joist 1 4 TS1 24' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6 TS2 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 10 TS3 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS4-2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS5 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS6-2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS7-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 14 Wall Framing PlotID Length Product Plies Net Qty BBOHd1-2 10' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd2-2 6' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 2 CS CS BBOHd3-2TS6-2TS7-2TS3TS5TS4-2 H1H1F32' TS3 Rim Rim Rim Rim Rim Rim Rim Rim RimRimRimRimRimRimRimJoist Material BlockingH2 BBOHd1-2 BBOHd2-2 BBOHd2-2 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" * Allowable spans shown in TB-711 must be reduced by 9" with these size holesF46'19.2" O.C.F46'19.2" O.C.F20'19.2" O.C.F20'19.2" O.C.F16'19.2" O.C.F16'19.2" O.C.F12'19.2" O.C.F8'19.2" O.C.TS319.2" O.C.TS219.2" O.C.TS112" O.C.H3H3H4H4H312" OC. SPACING IN THIS AREALSL JOIST IN THIS AREALSL JOIST IN THIS AREACustomer:Job Name:Address/Lot:Castle GateRambler7636 201st St WCity, State:Lakeville, MNMPlan/Model #:Job Number:30450Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Alex S.Drawn Date:7/20/2023Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.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 LinesRim 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, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** BBOHd1-2 BBOHd1-2 BBOHd2-2 TSHd1-2 BBOHd2-2 BBOHd2-2 BBOHd4-2TSHd2-2BBOHd3-2L/600 Total Load Deflection Criteria for Stone Loading Customer:Job Name:Address/Lot:Castle GateRambler7636 201st St WCity, State:Lakeville, MNMPlan/Model #:Job Number:30450Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 2 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Alex S.Drawn Date:7/20/2023Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.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 LinesRim 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, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Jul-10 14:07:40 Right-Suite® Universal 2023 23.0.01 RSU09602 Page 1 ...ook\BETDXKRK\7634 201st St W - Lakeville MN.rup Calc = MJ8 Front Door faces: S 7634 201st St W - Lakevill...Job:Load Short Form Jul 10, 2023Date:Entire House www.heatloadusa.comBy: Heat Load USA 4 Marshall Drive, Egg Harbor, NJ 08234 Phone: 973-544-6800 Email: info@heatloadusa.com Web: www.heatloadusa.com Project Information For: 7634 201st St W, Lakeville, MN 55044 Design Information InfiltrationClgHtg SimplifiedMethod88-5Outside db (°F) AverageConstruction quality7570Inside db (°F) 0Fireplaces1375Design TD (°F) M-Daily range 5050Inside humidity (%) 2653Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Btuh0 Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm0 Actual air flow cfm947 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0.057 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) 0-Lower Level 1836 18868 3127 0 178 1-Main Floor 2030 27346 13539 0 770 Entire House 3866 46214 16666 0 947 Other equip loads 6067 1049 Equip. @ 0.93 RSM 16457 Latent cooling 5983 TOTALS 3866 52281 22440 0 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Jul-10 14:07:40 Right-Suite® Universal 2023 23.0.01 RSU09602 Page 1 ...ook\BETDXKRK\7634 201st St W - Lakeville MN.rup Calc = MJ8 Front Door faces: S 7634 201st St W - Lakevill...Job:Project Summary Jul 10, 2023Date:Entire House www.heatloadusa.comBy: Heat Load USA 4 Marshall Drive, Egg Harbor, NJ 08234 Phone: 973-544-6800 Email: info@heatloadusa.com Web: www.heatloadusa.com Project Information For: 7634 201st St W, Lakeville, MN 55044 Notes: Design Information South St Paul, MN, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-5 Outside db °F88Inside db °F70 Inside db °F75 Design TD °F75 Design TD °F13Daily range M Relative humidity %50Moisture difference gr/lb26 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh41998 Structure Btuh15614 Ducts Btuh4215 Ducts Btuh1052 Central vent (76 cfm) 6067 Btuh Central vent (76 cfm) Btuh1049 Outside air Outside air Humidification Btuh0 Blower Btuh0 Piping Btuh0 Equipment load Btuh52281 Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load Btuh16457 Method Latent Cooling Equipment Load SizingSimplified Construction quality Average 0Fireplaces Structure Btuh2204 Ducts Btuh2468 Central vent (76 cfm) Btuh1310 CoolingHeating Outside air 38663866Area (ft²)Equipment latent load Btuh5983 2800228002Volume (ft³) Air changes/hour 0.150.28 Equipment Total Load (Sen+Lat)Btuh22440 Equiv. AVF (cfm) 70131 Req. total capacity at 0.70 SHR ton2.0 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Btuh0 Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm0 Actual air flow cfm947 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0.057 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.75 2023-Jul-10 14:07:40 Right-Suite® Universal 2023 23.0.01 RSU09602 Page 1 ...ook\BETDXKRK\7634 201st St W - Lakeville MN.rup Calc = MJ8 Front Door faces: S 7634 201st St W - Lakevill...Job:Building Analysis Jul 10, 2023Date: Entire House www.heatloadusa.comBy: Heat Load USA 4 Marshall Drive, Egg Harbor, NJ 08234 Phone: 973-544-6800 Email: info@heatloadusa.com Web: www.heatloadusa.com Project Information For: 7634 201st St W, Lakeville, MN 55044 Design Conditions Location:CoolingHeatingIndoor:7570Indoor temperature (°F)South St Paul, MN, US 1375Design TD (°F)ft820Elevation: 5050Relative humidity (%)°N45Latitude: Outdoor:26.152.9Moisture difference (gr/lb)CoolingHeating Infiltration:88-5Dry bulb (°F) SimplifiedMethod)M(18-Daily range (°F) AverageConstruction quality71-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Doors Ceilings Floors Infiltration Ducts Ventilation % of loadBtuhBtuh/ft²Component 29.4153604.9Walls 15.2797222.4Glazing 2.9152940.3Doors 5.830291.5Ceilings 7.136992.02.0Floors 19.9104094.2Infiltration 8.14215Ducts 00Piping 00Humidification 11.66067Ventilation 0Adjustments 100.052281Total Cooling Walls Glazing Doors Ceilings Infiltration Ducts Internal Gains Ventilation % of loadBtuhBtuh/ft²Component 12.121430.7Walls 34.1603216.9Glazing 3.052313.8Doors 15.828011.4Ceilings 000Floors 5.49640.4Infiltration 5.91052Ducts 5.91049Ventilation 17.83150Internal gains 00Blower 0Adjustments 100.017715Total Latent Cooling Load = 5983 Btuh Overall U-value = 0.055 Btuh/ft²-°F, Window / Floor Area = 9.2 % Data entries checked. 2023-Jul-10 14:07:40 Right-Suite® Universal 2023 23.0.01 RSU09602 Page 1 ...ook\BETDXKRK\7634 201st St W - Lakeville MN.rup Calc = MJ8 Front Door faces: S 7634 201st St W - Lakevill...Job:Component Constructions Jul 10, 2023Date:Entire House www.heatloadusa.comBy: Heat Load USA 4 Marshall Drive, Egg Harbor, NJ 08234 Phone: 973-544-6800 Email: info@heatloadusa.com Web: www.heatloadusa.com Project Information For: 7634 201st St W, Lakeville, MN 55044 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temperature (°F)South St Paul, MN, US 1375Design TD (°F)ft820Elevation: 5050Relative humidity (%)°N45Latitude: Outdoor:26.152.9Moisture difference (gr/lb)CoolingHeating Infiltration:88-5Dry bulb (°F) SimplifiedMethod)M(18-Daily range (°F) AverageConstruction quality71-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLoss Clg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 12F-0sw: Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins, 5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 2640.9313774.8521.00.065284n 3010.9315714.8521.00.065324e 1230.936404.8521.00.065132s 4700.9324514.8521.00.065506w 11570.9360384.8521.00.0651245all 15B21-0wc-4: Bg wall, light dry soil, 2"x6" wood int frm, concrete wall, r-10 ins, r-21 cav ins, 8" thk, 5/8" gypsum board int fnsh 900.3211744.2221.00.046278n 1590.4117114.4321.00.046386e 1240.4113434.4321.00.046303s 1960.4021614.4021.00.046491w 5690.3963884.3821.00.0461458all Partitions 12C-0sw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud 0.9629346.7913.00.091432 417 Windows 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.31); 6.67 ft head ht 7439.72171222.400.30077n 5219.72120022.400.30054n 4869.72111922.400.30050n 5219.72120022.400.30054n 57618.370522.400.30032s 26518.332522.400.30015s 172132.8117522.400.30053w 78732.853722.400.30024w 562015.8797222.400.300356all Doors 11G0: Door, wd pnl type 27713.881040.300.54020s 24613.872040.300.54018n 52313.8152940.300.54038all Ceilings Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board int fnsh 28011.3830291.4949.00.0202030 2023-Jul-10 14:07:40 Right-Suite® Universal 2023 23.0.01 RSU09602 Page 2 ...ook\BETDXKRK\7634 201st St W - Lakeville MN.rup Calc = MJ8 Front Door faces: S Floors 21A-20v: Bg floor, light dry soil, 3' depth, vinyl flr fnsh 00.0271836 0036992.01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Jul-10 14:07:40Right-Suite® Universal 2023 23.0.01 RSU09602 Page 1...ook\BETDXKRK\7634 201st St W - Lakeville MN.rup Calc = MJ8 Front Door faces: S 7634 201st St W - Lakeville MNJob:Right-J8® Form J1 Jul 10, 2023Date:Entire House www.heatloadusa.comBy: Heat Load USA 4 Marshall Drive, Egg Harbor, NJ 08234 Phone: 973-544-6800 Email: info@heatloadusa.com Web: www.heatloadusa.com 1 Name of Room Entire House 0-Lower Level 2 Running Feet of Exposed Wall 407.0 ft 191.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SqFt)8.7 ft²4199.3ft 8.3 ft²1824.7ft 4 Room Dimensions (Ft) and Floor Plan Area (SqFt)ft²3866.3 1.0 x 1836.3 ft ft²1836.3 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SqFt)0 ft²3866.3°0 ft²1836.3° Type of Exposure Const., Number Type of Exposure Const., Number Panel Faces HTMPanel Faces HTM Area or Length BtuhArea or Length Btuh Area or Length BtuhArea or Length Btuh Htg.Htg.Clg.Clg.HeatingHeating S-ClgS-Clg L-ClgL-Clg HeatingHeating S-ClgS-Clg L-ClgL-Clg 6 WallWall 12F-0sw12F-0sw nn 4.854.85 0.930.93 414 1377 264 0 0 0 .GlazGlaz 4A5-2ov4A5-2ov nn 22.3822.38 9.729.72 77 1712 743 0 0 0 .GlazGlaz 4A5-2ovd4A5-2ovd nn 22.3822.38 9.729.72 54 1200 521 0 0 0 .WallWall 15B21-0wc-415B21-0wc-4 nn 4.224.22 0.320.32 382 1174 90 382 1174 90 11 GlazGlaz 4A5-2ov4A5-2ov nn 22.3822.38 9.729.72 50 1119 486 50 1119 486 GlazGlaz 4A5-2ovd4A5-2ovd nn 22.3822.38 9.729.72 54 1200 521 54 1200 521 WallWall 12F-0sw12F-0sw ee 4.854.85 0.930.93 324 1571 301 0 0 0 WallWall 15B21-0wc-415B21-0wc-4 ee 4.434.43 0.410.41 386 1711 159 386 1711 159 WallWall 12F-0sw12F-0sw ss 4.854.85 0.930.93 198 640 123 0 0 0 GlazGlaz 4A5-2ov4A5-2ov ss 22.3822.38 18.2718.27 32 705 576 0 0 0 GlazGlaz 4B5-2fv4B5-2fv ss 22.3822.38 18.2718.27 15 325 265 0 0 0 DoorDoor 11G011G0 ss 40.2840.28 13.7713.77 20 810 277 0 0 0 WallWall 15B21-0wc-415B21-0wc-4 ss 4.434.43 0.410.41 303 1343 124 303 1343 124 WallWall 12F-0sw12F-0sw ww 4.854.85 0.930.93 558 2451 470 0 0 0 GlazGlaz 4A5-2ov4A5-2ov ww 22.3822.38 32.7932.79 53 1175 1721 0 0 0 WallWall 15B21-0wc-415B21-0wc-4 ww 4.404.40 0.400.40 515 2161 196 515 2161 196 GlazGlaz 4A5-2ov4A5-2ov ww 22.3822.38 32.7932.79 24 537 787 24 537 787 WallWall 12C-0sw12C-0sw --6.796.79 0.960.96 450 2934 417 0 0 0 DoorDoor 11G011G0 nn 40.2840.28 13.7713.77 18 720 246 0 0 0 CeilCeil Attic ceiling, aspha -Attic ceiling, aspha -1.491.49 1.381.38 2030 3029 2801 0 0 0 FlorFlor 21A-20v21A-20v --2.012.01 0.000.00 1836 3699 0 1836 3699 0 Infiltration Heating Load (Btuh)0.280.28 10409 4204 Effect WAR WAR 12 Sensible Load (Btuh)ACH 1.00 964 0.40 389 0.150.15 Latent Load (Btuh)1204 Internal a Occupants at 230 and 200 Btuh 5 1150 1000 0 0 0 b Scenario number 2000 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12Sum lines 6 through 12 41998 15614 2204 17147 2930 Duct EHLF & ESGF 0.1000.100 0.0670.067 4215 1052 1721 197 15 Loads ELG 2468 1172 Vent CfmVent Cfm16Ventilation Loads 7676 E CfmE Cfm 7676 6067 1049 1310 17 Winter Humidification Load Gal/Day 00 0 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 412 178 21 Total Load Sum lines 13 through 19Sum lines 13 through 19 52281 17715 5983 18868 3127 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Jul-10 14:07:40Right-Suite® Universal 2023 23.0.01 RSU09602 Page 2...ook\BETDXKRK\7634 201st St W - Lakeville MN.rup Calc = MJ8 Front Door faces: S 7634 201st St W - Lakeville MNJob:Right-J8® Form J1 Jul 10, 2023Date:Entire House www.heatloadusa.comBy: Heat Load USA 4 Marshall Drive, Egg Harbor, NJ 08234 Phone: 973-544-6800 Email: info@heatloadusa.com Web: www.heatloadusa.com 1 Name of Room 1-Main Floor 2 Running Feet of Exposed Wall 216.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SqFt)9.0 ft²2376.1ft 4 Room Dimensions (Ft) and Floor Plan Area (SqFt)1.0 x 2030.0 ft ft²2030.0 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SqFt)0 ft²2030.0° Type of Exposure Const., Number Panel Faces HTM Area or Length Btuh Area or Length Btuh Htg.Clg.Heating S-Clg L-Clg Heating S-Clg L-Clg 6 Wall 12F-0sw n 4.85 0.93 414 1377 264 .Glaz 4A5-2ov n 22.38 9.72 77 1712 743 .Glaz 4A5-2ovd n 22.38 9.72 54 1200 521 .Wall 15B21-0wc-4 n 4.22 0.32 0 0 0 11 Glaz 4A5-2ov n 22.38 9.72 0 0 0 Glaz 4A5-2ovd n 22.38 9.72 0 0 0 Wall 12F-0sw e 4.85 0.93 324 1571 301 Wall 15B21-0wc-4 e 4.43 0.41 0 0 0 Wall 12F-0sw s 4.85 0.93 198 640 123 Glaz 4A5-2ov s 22.38 18.27 32 705 576 Glaz 4B5-2fv s 22.38 18.27 15 325 265 Door 11G0 s 40.28 13.77 20 810 277 Wall 15B21-0wc-4 s 4.43 0.41 0 0 0 Wall 12F-0sw w 4.85 0.93 558 2451 470 Glaz 4A5-2ov w 22.38 32.79 53 1175 1721 Wall 15B21-0wc-4 w 4.40 0.40 0 0 0 Glaz 4A5-2ov w 22.38 32.79 0 0 0 Wall 12C-0sw -6.79 0.96 450 2934 417 Door 11G0 n 40.28 13.77 18 720 246 Ceil Attic ceiling, aspha -1.49 1.38 2030 3029 2801 Flor 21A-20v -2.01 0.00 0 0 0 Infiltration Heating Load (Btuh)0.28 6205 Effect WAR 12 Sensible Load (Btuh)ACH 0.60 575 0.15 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 5 1150 1000 b Scenario number 2000 13 c Default Adjustments d Custom Appliances 0 0 e Plants 0 14 Subtotals Sum lines 6 through 12 24852 12684 Duct EHLF & ESGF 0.100 0.067 2494 854 15 Loads ELG 1296 Vent Cfm16Ventilation Loads 76 E Cfm 76 17 Winter Humidification Load Gal/Day 0 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 234 21 Total Load Sum lines 13 through 19 27346 13539 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Jul-10 14:07:41 Right-Suite® Universal 2023 23.0.01 RSU09602 Page 1 ...ook\BETDXKRK\7634 201st St W - Lakeville MN.rup Calc = MJ8 Front Door faces: S 7634 201st St W - Lakevill...Job:J1 Form - Worksheet A Jul 10, 2023Date:Entire House www.heatloadusa.comBy: Heat Load USA 4 Marshall Drive, Egg Harbor, NJ 08234 Phone: 973-544-6800 Email: info@heatloadusa.com Web: www.heatloadusa.com Supporting Detail Project Name:Jul 10, 20237634 201st St W - Lakeville MN Date: Address: 7634 201st St W, Lakeville, MN 55044 Phone:7634 201st St W - Lakeville MNJob ID: Worksheet A Location and Design Conditions Weather Location: South St Paul, MN, US 45820 Latitude =Elevation = Indoor Conditions, Heating: 70 °FDB =%50°F75%50 RH =DB =Indoor Conditions, Cooling:RH = Table 1 Conditions 99% DB = -5 °F Mgr/lb26°F88 Daily Range =Grains Difference =1% DB = Design Temperature Differences °F13°F75 CTD =HTD = 2023-Jul-10 14:07:41 Right-Suite® Universal 2023 23.0.01 RSU09602 Page 1 ...ook\BETDXKRK\7634 201st St W - Lakeville MN.rup Calc = MJ8 Front Door faces: S 7634 201st St W - Lakevill...Job:Manual S Compliance Report Jul 10, 2023Date:Entire House www.heatloadusa.comBy: Heat Load USA 4 Marshall Drive, Egg Harbor, NJ 08234 Phone: 973-544-6800 Email: info@heatloadusa.com Web: www.heatloadusa.com Project Information For: 7634 201st St W, Lakeville, MN 55044 Cooling Equipment Design Conditions °F0Entering coil DB:Btuh0Sensible gain:°F87.9Outdoor design DB: °F0Entering coil WB:Btuh0Latent gain:°F71.4Outdoor design WB: Btuh0Total gain:°F75.0Indoor design DB: cfm947Estimated airflow:%50Indoor RH: Manufacturer's Performance Data at Actual Design Conditions Equipment type: Model:Manufacturer: cfm947Actual airflow: % of load0Btuh0Sensible capacity: % of load0Btuh0Latent capacity: %0SHR:% of load0Btuh0Total capacity: Heating Equipment Design Conditions °F0Entering coil DB:Btuh0Heat loss:°F-4.6Outdoor design DB: °F70.0Indoor design DB: Manufacturer's Performance Data at Actual Design Conditions Equipment type: Model:Manufacturer: cfm0Actual airflow: °F0Capacity balance: °F0Temp. rise:% of load0Btuh0Output capacity: °F0Economic balance:Btuh0Supplemental heat required: Backup equipment type: Model:Manufacturer: cfm0Actual airflow: °F0Temp. rise:% of load0Btuh0Output capacity: Meets all requirements of ACCA Manual S. Right-Suite® Universal 2023 23.0.01 RSU09602 Form RPER 1 15 Mar 09 Residential Plans Examiner Review Form for HVAC System Design (Loads, Equipment, Ducts) Header Information Contractor:ATTACHEDREQUIRED ATTACHMENTSHeat Load USA NoYesManual J1 Form (and supporting worksheets):Rashid Burney Mechanical license:NoYesor MJ1AE Form* (and supporting worksheets): NoYesOEM performance data (heating, cooling, blower): Building plan #:NoYesManual D Friction Rate Worksheet: NoYesDuct distribution sketch: Home address (Street or Lot#, Block, Subdivision):7634 201st St W, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Front Door faces SouthBuildingWinter Design Conditions North, East, West, South, Northeast, Northwest, Southeast, Southwest Orientation:°F-5Outdoor temperature: °F70Indoor temperature: 4Number of bedrooms:Btuh52281Total heat loss: ft²3866Conditioned floor area: 5Number of occupants:Summer Design Conditions °F88Outdoor temperature: Windows°F75Indoor temperature: ft0Eave overhang depth:% RH50gr/lb @26Grains difference: Blinds, drapes, etc. noneInternal shade:Btuh19069Sensible heat gain: Btuh6440Latent heat gain: 0Number of skylights:Btuh25509Total heat gain: HVAC EQUIPMENT SELECTION (IRC M1401.3) Heating Equipment Data Blower Data Cooling Equipment Data 0Heating cfm:Air Conditioner, Heat pump, etc.Equipment type:Furnace, Heat pump, Boiler, etc.Equipment type: 947Cooling cfm: Fan's rated external static pressure for design airflow in H2O0Static pressure:Model:Model: Btuh0Total cooling capacity:Heat pumps - capacity at winter design outdoor conditions Btuh0Heating output capacity: Btuh0Sensible cooling capacity: Btuh0Latent cooling capacity:Btuh0Aux. heating output capacity: HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Duct Materials Usedft0Longest supply duct:cfm947Design airflow: Trunk duct:ft0Longest return duct:in H2O0Equipment design ESP: ft0Total effective length (TEL):in H2O0Total device pressure losses: Sheet metalBranch duct: Friction Rate = ASP ÷ (TEL x 100) in/100ft0Friction rate:in H2O0Available static pressure (ASP): I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature:Date: Reserved for County, Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf)0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer 135 135 135 135 b) 80% of largest 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): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [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. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units 3860 280 579 415 415 579 -164