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HomeMy WebLinkAboutLA212456 - 20105 Glenbrook Path - 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 6 12 6 6:12 1'-6" 1'1' Grade GRADE SHAKE SIDING ARCHITECTURAL SHINGLES TYP. LP SIDING STONE ON JOG Walk-out Foundation Wall LP SIDING 8" TRIM BOARD 12 6 6:12 1' 1'-6" GRADE ARCHITECTURAL SHINGLES TYP. SHAKE SIDING LP SIDING Walk-Out Foundation Wall GRADE STONE ON JOG 8" TRIM BOARD 6:12 1' 1' GRADE GRADE LP SIDING ARCHITECTURAL SHINGLES TYP. 2x10 TRD. LEDGER BOARD GRADE GRADE 6:12 12 9 12 9 1'-6"1'-6"4'GRADE ARCHITECTURAL SHINGLES TYP. LP SIDING STONE STONE CAP CONCRETE PORCH SHAKE SIDING GRADE 5/4" TRIM 6" FRIEZE BD. 6" FRIEZE BD. 8" TRIM8" TRIM SHAKE SIDING STONE CAP STONE *ACTUAL GARAGE DOOR STYLE MAY VERY FROM STYLE SHOWN GABLE LOUVER VENTS 5/4" TRIM 6" OSC 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: 20105 Glenbrook PathLakeville, MNeeddmmoonnssoonn iinnkkA-1 6/3/2022draing & designPO Box 331 Annandale, MN 55302eiddprints@gmail.com 320-223-1519www.eiddprints.comBUILDER:Castle Gate Const. 952-261-53948465 Gallery ParkwayVictoria, MN 55386License # BC0415285/16/2023 PROJECT FINISHED SQUARE FEET: LOWER- 1,146 MAIN-1,664 TOTAL FINISHED- 2.810 GARAGE-576 Planning DepartmentApprovedDate: 5/17/23 kjenson(email) Secure door closed until deck is constructed with a separate permit. Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 05/17/2023dmathews Total front elevation: 618 sq ft. Total window, front door and garage: -198 sq ft. Total exposed front elevation: 420 sq ft. Stone front elevation: 121 sq ft. Total stone coverage of exposed front elevation: 29% Front sides and rear elevations are LP siding and shakes 2868 2668 5068 2468 246826682868 UP Unexcavated 2" Ledge 2" Ledge F TJI FLak Jacket 11 7/8" I Joists 19.2 O.C. TJI FLak Jacket 11 7/8" I Joists 19.2 O.C. TJI FLak Jacket 11 7/8" I Joists 19.2 O.C.4'-0 1/2"3'-11"16'-2"3'-11" 24'22' 7'15' 13'-6"12'-6"20' 46'15'5'-10"5'14'-2"18'-8"7'-2 1/2"40'18'46' 7'-6"6'6'-6"6'11'-4"8'-8" 22'1'-6"7'-6"3'-9"4'-5 1/2"15'-5"2'-6"2'-9"24'34'11'-8" 9'58'6'-9 1/2" 3'-8 1/2"6"3/4" 4'-10 1/2"7'-7 1/2"58'3'-6" 24'4'-10"11'-3"13'-6"2' 2" Ledge Unexcavated 2x6 - 16" O.C. 1/2 C. - 6" Block 20" x 8" Footing 48" Vanity *Finished Family Rm. *Unfinished Future Exercise Rm. 24" Lin. *Finished Bedroom 92% Furn.F.D. WH Sump 2x6 - 16" O.C. 1/2 C. - 6" Block 20" x 8" Footing 36" x 36" x 12" Con. Pad Ftg. *Unfinished Mech. Dropped Beam (2) 9-1/2 LVL*Finished Bath 10" Ruff Cut 15 R W.I.C. 2x4 - 16" O.C. 1/2 C. - 4" Block 20" x 8" Footing 2x4 - 16" O.C. 1/2 C. - 4" Block 20" x 8" Footing 2x6 2x82x82x6 TJI FLak Jacket 11 7/8" I Joists 19.2" O.C. *Finished Bedroom Dropped (3) 9-1/2" LVL Beam2 - 2x102 - 2x1036" x 36" x 12" Con. Pad Ftg. 2x6 - 16" O.C. 1/2 C. - 6" Block 20" x 8" Footing Step Footing AsRequired by GradeStep Footing AsRequired by GradeMASONRY OPENING PATIO DOOR 8068 2 - 9-1/2" LSL WALK-OUT BASEMENT 3x5 STRUC. POST SINGLE HUNG (2) 36"x54" 2- 9-1/2" LSL SINGLE HUNG (2) 36"x54" 2- 9-1/2" LSL Rough-In plumbing for future bar *Vinyl Radon Gas Vent System 3/8" = 1' 6 Mil Poly Under Slab 3 1/2" Conc. Flr.Seal PVC T-Fitting to Support Vent Pipe Min. 4" of Gas Permeable Material (Rock) 4" PVC Vent Pipe Support StrappingFloor System Exhaust 10' From Opngs. Into Conditioned Spaces of Building 12" Min. Above Roof. Flashing 36" Min. Ht. Clear Space 24" Dia. Around Vent Provide Electrical Box Power Source.Roof Truss Note: Info Applies Equally Both Sides of Opening. 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) FOUNDATION LAYOUT RADON GAS VENT SYSTEM 1/4"=1'-0" FOUNDATION LAYOUT 1/4"=1'-0" BASEMENT PLAN 1,146 SQ. FT. 8'-4" POURED WALLS SHEET: DATE: REVISIONCLIENT: 20105 Glenbrook PathLakeville, MNeeddmmoonnssoonn iinnkkA-2 6/3/2022draing & designPO Box 331 Annandale, MN 55302eiddprints@gmail.com 320-223-1519www.eiddprints.comBUILDER:Castle Gate Const. 952-261-53948465 Gallery ParkwayVictoria, MN 55386License # BC0415285/16/2023 Smoke CO Smoke Smoke Tie to drain tile system or provide minimum 10' of perforated pipe to both sides of T-fitting. R-4 on pipe in attic UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 5 8 DN 24682868 26682468 3068 246824682468 24682668 206840684068 2868F 2 - 2x10 Trusses 24" O.C.Trusses24" O.C.24' 7'15'58'6'11'-5"5'-9"4'-3"18'-7"18'40'24'46' 46' 22' 3'-6"3'-6" 2'-4 3/4" 4'-10 1/4" 5'-1"7'-2 1/2"14'-2 1/4"5'4'-0 1/2"4'-0 1/2"2'-5"4'-9 1/2"15'-5"6'-11"4'-5 1/2"7'-2 1/2"3'-10"3'-6"6'-6"4'-9 1/2" 8'-1 1/4"2'-4" 2'-4"4'-0 3/4"5'-5"3'-5"2'-5"6'6'-6" 6'3'-5 3/4" 4'3'1'6'4'7'-6"18'12'8'-6"5'-6"8'-11"4'-2"12'12' 4'-1"10'-7 1/4" 8'-1 1/4"2'-7 1/2" 24' 7'-6"7'-6"4'-8"34'24'46' 4'-8 1/2" 2'-4"3'3'5'-0" Tub 78"34" 48" Custom Shower Base *Carpet W.I.C. D W Fridge12" S.B.52" F Fire Door D.W. *Carpet Office/Bdrm. *Lvp Living Rm. *Lvp Dining Rm. *LVP Kitchen 14" Shelves *LVP Bath Laundry *TILE *Tile Master Bath *Carpet Master Bedroom 2 - 11 7/8" LSL 16x8 OVH Dr. *4" Concrete Flr. Garage *LVP Entry *Concrete Stoop Mud Rm *LVP SINGLE HUNG (2) 40"x60" 2 - 9-1/2" LSLSINGLE HUNG 42"x48"Top @ 7'-6"Granite Backsplash Granite Backsplash 2x6 WET WALL 2x6 WET WALL PATIO DOOR 8068 2 - 9-1/2" LSL GasFireplace*Stone FaceSINGLE HUNG (2) 42"x60" 2 - 9-1/2" LSL 18" BASE CABINETS3/0 DOOR w/ (2) 12" SL 2 - 9-1/2" LSL 2x10 TRD. LEDGER BOARD 14 R Tile Surround ISLAND 4'x6' ALL WINDOWS SH 2-W SINGLE HUNG OFF BACK SINGLE HUNG (2) 36"x54" 2- 9-1/2" LSL SINGLE HUNG (2) 30"x48"2 - 9-1/2" LSLRAILING 16'-2"11'-3 1/4"19'-9" Confirm With Door Mfg. (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. Garage Front Portal Framing 3/8" = 1' 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) MAIN FLOOR LAYOUT 1/4"=1'-0" MAIN FLOOR LAYOUT GARAGE PORTAL FRAMING NO SCALE MAIN LEVEL PLAN 9'-1 1/8" 1,664 SQ. FT. SHEET: DATE: REVISIONCLIENT: 20105 Glenbrook PathLakeville, MNeeddmmoonnssoonn iinnkkA-3 6/3/2022draing & designPO Box 331 Annandale, MN 55302eiddprints@gmail.com 320-223-1519www.eiddprints.comBUILDER:Castle Gate Const. 952-261-53948465 Gallery ParkwayVictoria, MN 55386License # BC0415285/16/2023 FAN Smoke CO Smoke CO Smoke Smoke PFHPFH 6 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 9'-1 1/8"8'-4"34'24' 1'-6"1'-2 1/8"1'3'-6"5/8" Type X Gyp. Bd. 3 1/2" Conc. Flr. 2x6 - 16" O.C. R-21 Insul.VB 1/2" Gyp. Bd. R21Spray Foam Insul. @ Rim Sheathing Siding 3/4" T & G Floor Alum.Vented Soffit Alum. Fascia Shingles 15# Felt1/2" Shtg. R49 Insul. Trusses @ 24" O.C.(Designed by Mfr.) Roof Vents @ 1/300 Attic50% Roof - 50% Soffit 7 12 Stair Notes: 10" Ruff Cut Treads 3 - 2x12 Stringers 5/4 x 11 Treads 1x8 Risers 6'-8" Min. Hdrm. 1 - 2x6 TreatedSill Plate 3/4" R5 Thermax 5/8" Gyp. Bd.With Vapor Barier 20 x 8 20 x 8 20 x 8 6" Energy Heel TJI Flak Jacket 11 7/8" I Jsts @ 19.2" O.C. Unfinished Areas 4" Conc. FloorSlope to Doors Garage Grade 2x4 - 16" O.C. 2x6 - 16" O.C. R-21 Insul.VB 1/2" Gyp. Bd. R21 Spray FoamInsul. @ Rim Water Proofing2 3/8" R10 EnergyDrain Board Below Grade 9' Poured Wall with Rebar per Code. 20 x 8 Poured Wall Trusses @ 24" O.C.(Designed by Mfr.) 1/2 C 4" Blk.1/2 C 4" Blk. 1 - 2x8 Treated Sill Plate Grade 20 x 8 Drain Tileas Required 2x8 - 16" O.C. R-21 Insul.VB 1/2" Gyp. Bd. Poured Wall with Rebar per Code. 3/4" R5 ThermaxWater Proofing 2 3/8" R10 Energy Drain Board Below Grade 2" R10 Certi-StudAbove Grade Stair Notes: 10" Ruff Cut Treads 3 - 2x12 Stringers 5/4 x 11 Treads 1x8 Risers 6'-8" Min. Hdrm. 2x6 - 16" O.C. R-21 Insul.VB 1/2" Gyp. Bd.8'-4"40' 10" 1 1/2"9'-1 1/8"1 1/2" 1'1' Grade 20 x 8 Drain Tile as Required Siding Sheathing Grade 20 x 8 20 x 8 Drain Tile as Required 9' Poured Wall with Rebar per Code. Water Proofing2 3/8" R10 EnergyDrain Board Below Grade 1 - 2x8 Treated Sill Plate 3/4" R5 Thermax 3 1/2" Conc. Flr. 2x6 - 16" O.C. R-21 Insul.VB 1/2" Gyp. Bd. R21Spray Foam Insul. @ Rim 2" R10 Certi-StudAbove Grade 2x6 3/4" T & G Floor TJI Flak Jacket 11 7/8" I Jsts @ 19.2" O.C. Unfinished Areas Alum. Vented Soffit Alum.Fascia Shingles 15# Felt 1/2" Shtg. R49 Insul. Trusses @ 24" O.C.(Designed by Mfr.) 3/4" R5 Thermax 5/8" Gyp. Bd. With Vapor Barier Siding Sheathing R21 Spray FoamInsul. @ Rim Alum. Vented Soffit Alum.Fascia 9' Poured Wall with Rebar per Code. Water Proofing 2 3/8" R10 Energy Drain Board Below Grade 1/2 C 4" Blk.6 : 126 : 129 : 12 9 : 12 9 : 12 9 : 12 1' 1'-1" 11" DN 4'12'6'7'-6"4'17'-6"4'3'4'10'4'10'4'10'4'3'-0 1/4"4'-11 3/4"4'10'4'10'4'4'11' WSP WOOD STRUCTURAL PANEL (OSB OR PLYWOOD) NAIL PATTERN: 8d NAILS @ 6" O.C. EDGE, 12" O.C. FIELD WSP WSPWSPWSPWSPWSPWSP WSPWSPWSPWSPWSP WSPDN WSP WOOD STRUCTURAL PANEL (OSB OR PLYWOOD) NAIL PATTERN: 8d NAILS @ 6" O.C. EDGE, 12" O.C. FIELD WSP WSPWSPWSPWSPWSPWSP WSPWSPWSPWSPWSP WSPUP 4'7'-5"5'8'8'9'-7"4' WSP WSP WSP WSP GARAGE/ BUILDING SECTION 1/8"=1'-0" STAIR CROSS SECTION 1/8"=1'-0" BUILDING / STAIR CROSS SECTION, ROOF LAYOUT, WALL BRACING ROOF LAYOUT 1/8"=1'-0" SHEET: DATE: REVISIONCLIENT: 20105 Glenbrook PathLakeville, MNeeddmmoonnssoonn iinnkkA-4 6/3/2022draing & designPO Box 331 Annandale, MN 55302eiddprints@gmail.com 320-223-1519www.eiddprints.comBUILDER:Castle Gate Const. 952-261-53948465 Gallery ParkwayVictoria, MN 55386License # BC0415285/16/2023 FLOOR LAYOUTS 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- 1,664 MAIN-1,328 TOTAL FINISHED- 2.992 GARAGE-528 SHEET: DATE: REVISIONCLIENT: 20105 Glenbrook PathLakeville, MNeeddmmoonnssoonn iinnkkA-5 6/3/2022draing & designPO Box 331 Annandale, MN 55302eiddprints@gmail.com 320-223-1519www.eiddprints.comBUILDER:Castle Gate Const. 952-261-53948465 Gallery ParkwayVictoria, MN 55386License # BC0415285/16/2023 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 +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 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 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 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 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 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 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 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