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LA184045 - 16226 Dutch Barn Dr Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – 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:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.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 DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 1 14 APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED BELOW GRADE FINISHED BELOW GRADE UNFINISHED GARAGE SQ. FT. SQ. FT. SQ. FT. SQ. FT. 2,844 845 296 659 Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 09/16/2020dmathews Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 2 14 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 3 14 Interior BWP Above 3.5 FOUNDATION WALL MUST BE POURED FULL HEIGHT TO CORNER ENSURE NO PLATE SPLICES SEE PLAN FOR TALL WALL FRAMING FOUNDATION WALL MUST BE POURED FULL HEIGHT TO CORNER CONTINUE LOWER LEVEL WALL TOP PLATES THROUGH STAIR AS SHOWN STANDARD WALL FRAMING BEYOND STAIR STANDARD LOWER LEVEL WALL FRAMING FASTEN PLATES TO FIRST FLOOR TRUSS w/ (2) 5" LONG SIMPSON SDWS TIMBER SCREWS FASTEN PLATES TOGETHER w/ (2) 3" LONG SIMPSON SDWS TIMBER SCREWS FASTEN PLATES TO STUD AGAINST FOUNDATION WALL w/ (2) SIMPSON A34 FRAMING ANGLES FASTEN STUD TO FOUNDATION WALL w/ (4) 14" x 4" CONCRETE SCREWS 4 S1 FRAMING DETAIL ALONG REAR STAIR 15'-0"±THE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS 3 F1 4 F1 5F1EXTEND REINFORCED SLAB & HOOKS TO APPROX. LOCATION OF EXTERIOR GRADE NOT EXCEEDING 3'-0" BELOW GARAGE SLAB 2'-0"2'-0"THICKEN SLAB TO 5", REINFORCE w/ #3 BARS @ 24" O.C. OR 6 x 6 - W1.4/W1.4 WELDED WIRE MESH, & PROVIDE #4 x 4'-0" HOOKS SHOWN @ 36" O.C. IN FOUNDATION WALLS AROUND PERIMETER AND CAST INTO INDICATED PORTION OF SLAB THIC #3 BAR WELDED W HOOKS SH WALLS INT STANDARD BASEMENT FOUNDATION WALLS PER CODE #4 HORIZ. BARS @ 24" O.C. 8" OR THICKER CONCRETE WALL #4 VERTICAL BARS @ 36" O.C. #4 BARS @ END & BEND OF HOOK 4'-0" HOOK OPTIONS: #5 HOOKS @ 18" O.C. OR #6 HOOKS @ 36" O.C. 10" THICK C.I.P. CONCRETE FOOTING 1'-0"3'-0"2" TO VERTICAL BARS & HOOKS 1'-0" 2'-6" SLOPE GRADE AWAY FROM FOUNDATION 3"8'-4" MAX.36"MIN. SLAB-ON-GRADE 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIV. WOOD WALLFRAME WALL ABOVE TREATED 2x8 SILL PLATE w/ 112" MAX. OVERHANG WALL SECTION 3 F1 RETAINING WALL TYPE STAIRWAY FOUNDATION WALL TO BE LOCATED IN THE FIELD AS REQUIRED AND ALLOWED WITH SITE GRADE 2'-0"2'-0"2" FRAME WALL ABOVE 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. WALL SECTION 4 F1 GARAGE FOUNDATION WALL WITH LOW GRADE #4 x 2'-0" DOWELS @ 48" O.C. (5" MIN. EMBED) 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING (PROVIDE ADEQUATE FROST PROTECTION) #4 x 4'-0" HOOKS @ 36" O.C. #4 HORIZ. BARS @ 24" O.C. VERT. BAR OPTIONS: #5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. 8" MIN. C.I.P. CONCRETE WALL GARAGE SLAB-ON-GRADE SEE 1/F1 PROVIDE GRANULAR MATERIAL FOR FILL BELOW GARAGE SLAB CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL SLAB-ON-GRADE IS IN PLACE (HOOKS INTO SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT)NOT TO EXCEED 4'-0"4'-0" MIN.GRADE TO BE RELATIVELY LEVEL WITHIN 10 FEET OF FOUNDATION OR REDUCE MAXIMUM UNBALANCED HEIGHT BASED ON SLOPE NOTE: VERTICAL BARS MAY BE OMITTED WHEN EXTERIOR GRADE IS LESS THAN 2'-6" BELOW GARAGE SLAB ELEVATION. 2'-0"2'-0"2" FRAME WALL ABOVE 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. WALL SECTION 5 F1 GARAGE FOUNDATION WALL WITH LOW GRADE #4 x 2'-0" DOWELS @ 36" O.C. (5" MIN. EMBED)20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING (PROVIDE ADEQUATE FROST PROTECTION) #4 x 4'-0" HOOKS @ 36" O.C. #4 HORIZ. BARS @ 24" O.C. VERT. BAR OPTIONS: #5 BARS @ 18" O.C. OR #6 BARS @ 24" O.C. 8" MIN. C.I.P. CONCRETE WALL GARAGE SLAB-ON-GRADE SEE 1/F1 PROVIDE GRANULAR MATERIAL FOR FILL BELOW GARAGE SLAB CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL SLAB-ON-GRADE IS IN PLACE (HOOKS INTO SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT)NOT TO EXCEED 6'-0"4'-0" MIN.GRADE TO BE RELATIVELY LEVEL WITHIN 10 FEET OF FOUNDATION OR REDUCE MAXIMUM UNBALANCED HEIGHT BASED ON SLOPE UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 4 14 Temper 6 6 6 2.75 2.332.33 5 8 6 6 6 6 6 PFH PFH CONSTRUCT 20-514" TALL EXTERIOR STAIR WALL AS FOLLOWS: ·2x6 LSL @ 12" O.C. OR 2x6 LVL @ 16" O.C. TYPICAL FULL HEIGHT STUD WALL FRAMING (BALLOON FRAMED) ·PROVIDE 2x6 BLOCKING BETWEEN STUDS AT MID-HEIGHT OF WALL ·PROVIDE (1) 2x6 LSL/LVL BEARING STUD & (2) 2x6 LSL OR (1) 2x6 LVL FULL HEIGHT KING STUD(S) EACH SIDE OF WINDOW OPENINGS ·WALL TOP & BOTTOM PLATES MAY BE STANDARD SPF MATERIAL ·INFILL FRAMING ABOVE & BELOW WINDOWS LESS THAN 16-FT IN LENGTH MAY BE 2x6s @ 16" O.C. ·PROVIDE TOP OF WALL CONNECTIONS SHOWN FOR BRACED WALL PANELS ALONG TALL WALLS Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 5 14 3 3 2.5 3.5 10 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 6 14 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 7 14 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 8 14 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 9 14 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 10 141/4"1-1/2" Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 11 14 Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 12 14 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 13 14 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. OF SHEETKHAN RESIDENCE16226 DUTCH BARN DRIVE, LAKEVILLE, MN 55044SBF19.09.03 - THE 2541 - A ELEVATIONDRAWN BY:PJW C.O.8/13/20 CUSTOMER 8/18/20 C.O... PERMIT 8/27/20 REVISIONS: ..1-5 .. 14 14 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED COPYRIGHT HANSON GROUP, LLC 2020©DescriptionDateRevisionProject Number:Date:0.191S11Sheets: of2Print Name:Signed: License Number:Ryan Mack7-8-2046673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.Robert Thomas Homes, Inc.16972 Brandtjen Farm DriveLakeville, MN 550443407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.2541 ModelElevation AMinnesota ConstructionMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S1REFERENCE PLANWITH BONUS ROOMSCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM AND TALL WOOD WALL FRAMING FOR ASINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARDINDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.,WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACENAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WALL FRAMING IS DESIGNED FOR AN H/180 DEFLECTION CRITERIA AT A MINIMUM.9.THE COVERED ENTRY AND OPTIONAL DECK AND SCREEN PORCH ARE CONSIDERED BY THE HANSON GROUPTO BE PRIMARILY OPEN, NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAINWINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED LEDGER TENSION AND POST UPLIFTCONNECTIONS. CONTACT THE HANSON GROUP IF A RIGID DESIGN OF THESE AREAS IS DESIRED.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERLSL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEINDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INNOTE 3, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.July 8, 2020(8-FT) (4-FT) (4-FT)(4-FT)(4-FT)(2.5-FT)(4-FT)(4-FT)(3.5-FT)(3-FT)(3-FT)(10-FT)(4-FT)(3.5-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT) BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE (6-FT)(6-FT)(6-FT)(6-FT)ONE-SIDED(6-FT)(2.33-FT)(2.33-FT)(2.75-FT)(5-FT)(8-FT) ONE-SIDED (6-FT) (4-FT)(4-FT)(4-FT)(6-FT)(6-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(3-FT) (4-FT)(3-FT) (4-FT)WITH FIREPLACE #1WITH FIREPLACE #2WITH FIREPLACE #3WITH FIREPLACE #4CONSTRUCT 20-514" TALL EXTERIOR STAIR WALL AS FOLLOWS:·2x6 LSL @ 12" O.C. OR 2x6 LVL @ 16" O.C. TYPICAL FULL HEIGHT STUD WALL FRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEEN STUDS AT MID-HEIGHT OF WALL·PROVIDE (1) 2x6 LSL/LVL BEARING STUD & (2) 2x6 LSL OR (1) 2x6 LVL FULL HEIGHT KING STUD(S) EACH SIDE OF WINDOW OPENINGS·WALL TOP & BOTTOM PLATES MAY BE STANDARD SPF MATERIAL·INFILL FRAMING ABOVE & BELOW WINDOWS LESS THAN 16-FT IN LENGTH MAY BE 2x6s @ 16" O.C.·PROVIDE TOP OF WALL CONNECTIONS SHOWN FOR BRACED WALL PANELS ALONG TALL WALLSSEE 2/S1 FOR TALLWALL FRAMING INFOCONSTRUCTPORTAL FRAME ASSHOWN IN 1/S2THE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO LOOKOUT FOUNDATIONSPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO WALKOUT FOUNDATIONSENSURE NO PLATE SPLICESSEE PLAN FOR TALLWALL FRAMINGFOUNDATION WALL MUST BEPOURED FULL HEIGHT TO CORNERCONTINUE LOWER LEVELWALL TOP PLATESTHROUGH STAIR AS SHOWNSTANDARDWALL FRAMINGBEYOND STAIRSTANDARDLOWER LEVELWALL FRAMINGFASTEN PLATES TOFIRST FLOOR TRUSS w/(2) 5" LONG SIMPSONSDWS TIMBER SCREWSFASTEN PLATES TOGETHERw/ (2) 3" LONG SIMPSONSDWS TIMBER SCREWSFASTEN PLATES TO STUDAGAINST FOUNDATION WALL w/(2) SIMPSON A34 FRAMING ANGLESFASTEN STUD TO FOUNDATION WALLw/ (4) 14" x 4" CONCRETE SCREWS(2.5-FT)(3.5-FT)(3-FT)(4-FT)(4-FT)(2.5-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINE4S1FRAMING DETAILALONG REAR STAIRFRAME WALL ASSHOWN IN 4/S1ALONG REAR STAIRFRAME WALL ASSHOWN IN 4/S1ALONG REAR STAIRFOUNDATION WALLMUST BE POURED FULLHEIGHT TO CORNER CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION2S2FRAMING DETAILCOPYRIGHT HANSON GROUP, LLC 2020©DescriptionDateRevisionProject Number:Date:S22Sheets: of2Print Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.Robert Thomas Homes, Inc.16972 Brandtjen Farm DriveLakeville, MN 550443407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.com2541 ModelAll ElevationsMinnesota ConstructionLENGTH OF CONTINUOUS HEADER3S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.RIGID SHEAR PANEL1'-11"±1'-3"±NAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT STUDEACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF WALL HEIGHT ASREQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSLARGER HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILING PATTERNFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"BLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWN ANCHORNAILED TO DOUBLE STUDS12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN. 312" WIDTH & MIN.912" DEPTH REQ'D)S2FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-2"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(3) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 2/S2 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-11"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-11"± SECTION 4S2AT BRACED WALL PANELS ABOVECANTILEVERED FLOOR FRAMINGNOTESECTION ONLY APPLIES WHEN BRACED WALLPANELS ARE LOCATED ABOVE FLOORCANTILEVER. SEE PLAN FOR APPLICABILITY.BRACED WALL PANELFASTEN BOTTOM PLATE TORIBBON BRACE / TRUSS w/(3) 16d NAILS EVERY 16" O.C.CANTILEVERED FLOORTRUSS BY SUPPLIERFRAMEWALL / BRACEDWALL PANEL BELOWBLOCKING BETWEEN TRUSSES AS FOLLOWS:·FLAT 2x4 TOP & BOTTOM·34" PLYWOOD SHEET NAILED TO 2x4's w/(8) 8d NAILS TOP & BOTTOM·CIRCULAR HOLE UP TO 8"Ø MAY BE CUTINTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TOBLOCKING w/ 8d NAILS @ 6" O.C.FASTEN BOTTOM 2x4 w/ (3) 16dNAILS EVERY 16" O.C.0.1917-8-20July 8, 2020 (3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.10" C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6" WALL SECTION 2F12" TO VERTICAL BARS & HOOKS RETAINING WALL TYPESTAIRWAY FOUNDATION WALL1'-6"4'-0"SLOPE GRADE AWAYFROM FOUNDATION2"3"8'-4" MAX.6"MIN.SLAB-ON-GRADECONTRACTOR MAY USE 8" WALL CONSTRUCTEDSIMILAR TO BELOW w/ THE FOLLOWING CHANGES:·5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C.·VERTICAL BAR OPTIONS:#5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C.#4 HORIZ. BARS@ 24" O.C.8" OR THICKER CONCRETE WALL#4 VERTICAL BARS@ 36" O.C.#4 BARS @ END &BEND OF HOOK4'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-0"3'-0"2" TO VERTICAL BARS & HOOKS1'-0"2'-6"SLOPE GRADE AWAYFROM FOUNDATION3"8'-4" MAX.36"MIN.SLAB-ON-GRADE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OR EQUIV. WOOD WALL WOOD WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OR EQUIV.FRAME WALL ABOVETREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANGFRAME WALL ABOVETREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANG WALL SECTION 3F1 RETAINING WALL TYPESTAIRWAY FOUNDATION WALLTO BE LOCATED IN THE FIELDAS REQUIRED AND ALLOWEDWITH SITE GRADE10'-0"± 15'-0"±COPYRIGHT HANSON GROUP, LLC 2020©DescriptionDateRevisionRobert Thomas Homes, Inc.16972 Brandtjen Farm DriveLakeville, MN 55044Project Number:Date:F11Sheets: of1Print Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPROJECT SCOPEDESIGN AND DETAIL OF RETAINING WALL TYPE STAIRWAY FOUNDATION WALLS ANDGARAGE FOUNDATION WALLS WITH LOW EXTERIOR GRADE FOR A SINGLE FAMILYRESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS,STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPAREDBY ROBERT THOMAS HOMES FOR ALL OTHER INFORMATION.2.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THEPROJECT SCOPE ABOVE. DESIGN OF THE REMAINING HOME IS BY OTHERS. A SITE VISITWAS NOT CONDUCTED OR REQUESTED.3.ARCHITECTURAL ELEMENTS, CIVIL AND DRAINAGE CONSIDERATIONS, AND MEANS ANDMETHODS OF CONSTRUCTION ARE NOT INCLUDED UNDER THE SCOPE OF THISDOCUMENT. PROPERTY BOUNDARIES, RETAINING WALLS, GRADING, EXCAVATION,OVERALL SLOPE STABILITY, VERIFICATION OF INFORMATION, AS WELL AS DRAINAGE ISBY OTHERS.4.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL ASTHEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.5.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS.6.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.RETAINING WALL RELIES ON THE SLAB-ON-GRADE FLOOR FOR LATERAL SUPPORT. SLABIS TO BE IN PLACE PRIOR TO BACKFILLING, OR ADEQUATE TEMPORARY LATERALBRACING IS TO BE INSTALLED.7.BULKHEAD FOOTINGS FOR RETAINING WALL TYPE FOUNDATIONS AT STEP LOCATIONS.DO NOT JUMP FOOTINGS.8.TOP OF FOUNDATION WALLS WITH LOW EXTERIOR GRADE ARE TO BE LATERALLYBRACED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BYOTHERS.9.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS ANANCHOR WITHIN 12" OF EACH END.10.BUILDER IS TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACTENGINEER IF ANY DISCREPANCIES ARISE.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER ANDVAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:CLAY (GROUP III) geq = 60 PSF/FT (ACTIVE)GRANULAR FILL:SAND SOIL (TYPE I) geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)LOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODES2020 MINNESOTA RESIDENTIAL CODEJuly 8, 20200.1917-8-202541 ModelAll ElevationsMinnesota ConstructionPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.PARTIAL FOUNDATION HOUSE PLANSSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1F1REFERENCE PLANSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLYTO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLYTO LOOKOUT FOUNDATIONSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLYTO FULL FOUNDATIONS2F12 F13F13F12'-0"2'-0"2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 4F1 GARAGE FOUNDATION WALLWITH LOW GRADE#4 x 2'-0" DOWELS @ 48" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTING(PROVIDE ADEQUATEFROST PROTECTION)#4 x 4'-0" HOOKS@ 36" O.C.#4 HORIZ. BARS @ 24" O.C.VERT. BAR OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.8" MIN. C.I.P. CONCRETE WALLGARAGESLAB-ON-GRADESEE 1/F1PROVIDE GRANULAR MATERIALFOR FILL BELOW GARAGE SLABCONTRACTOR IS TO PROVIDETEMPORARY TOP OF WALLBRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)NOT TO EXCEED 4'-0"4'-0" MIN.GRADE TO BE RELATIVELYLEVEL WITHIN 10 FEET OFFOUNDATION OR REDUCEMAXIMUM UNBALANCEDHEIGHT BASED ON SLOPENOTE:VERTICAL BARS MAY BE OMITTEDWHEN EXTERIOR GRADE IS LESS THAN2'-6" BELOW GARAGE SLAB ELEVATION.2'-0"2'-0"2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 5F1 GARAGE FOUNDATION WALLWITH LOW GRADE#4 x 2'-0" DOWELS @ 36" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTING(PROVIDE ADEQUATEFROST PROTECTION)#4 x 4'-0" HOOKS@ 36" O.C.#4 HORIZ. BARS @ 24" O.C.VERT. BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.8" MIN. C.I.P. CONCRETE WALLGARAGESLAB-ON-GRADESEE 1/F1PROVIDE GRANULAR MATERIALFOR FILL BELOW GARAGE SLABCONTRACTOR IS TO PROVIDETEMPORARY TOP OF WALLBRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)NOT TO EXCEED 6'-0"4'-0" MIN.GRADE TO BE RELATIVELYLEVEL WITHIN 10 FEET OFFOUNDATION OR REDUCEMAXIMUM UNBALANCEDHEIGHT BASED ON SLOPE4 F14F15 F1 DESIGN SHOWN RELIES ON CURED CONCRETE SLAB FOR TOP OFWALL LATERAL SUPPORT. MEANS AND METHODS OF BRACINGDURING CONSTRUCTION IS THE RESPONSIBILITY OF THECONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEELBRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETEWING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS.EXTEND REINFORCEDSLAB & HOOKS TOAPPROX. LOCATION OFEXTERIOR GRADE NOTEXCEEDING 3'-0"BELOW GARAGE SLABEXTEND REINFORCEDSLAB & HOOKS TOAPPROX. LOCATION OFEXTERIOR GRADE NOTEXCEEDING 3'-0"BELOW GARAGE SLAB2'-0"2'-0"THICKEN SLAB TO 5", REINFORCE w/#3 BARS @ 24" O.C. OR 6 x 6 - W1.4/W1.4WELDED WIRE MESH, & PROVIDE #4 x 4'-0"HOOKS SHOWN @ 36" O.C. IN FOUNDATIONWALLS AROUND PERIMETER AND CASTINTO INDICATED PORTION OF SLAB2'-0"2'-0"THICKEN SLAB TO 5", REINFORCE w/#3 BARS @ 24" O.C. OR 6 x 6 - W1.4/W1.4WELDED WIRE MESH, & PROVIDE #4 x 4'-0"HOOKS SHOWN @ 36" O.C. IN FOUNDATIONWALLS AROUND PERIMETER AND CASTINTO INDICATED PORTION OF SLABSTANDARDBASEMENTFOUNDATIONWALLS PER CODESTANDARDBASEMENTFOUNDATIONWALLS PER CODESTANDARDBASEMENTFOUNDATIONWALLS PER CODE2'-0"2'-0"PROVIDE #4 x 4'-0" HOOKSSHOWN @ 24" O.C.ALONG THIS STAIR WALL © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 © 16226 Dutch Barn Drive Lakeville 55044 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 1728 1728 .58 .58 .42 .42 5.6 2.7 240 375 375 NR 3880 582 582 170 85 Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-10 X R-21 X R-21 X R-20 X R-49 X R-30 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:80,000 Capacity in Gallons: Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code 6"Passive Low: Other, describe: XLow: Location of fan(s), describe: Cfm's " round duct OR " metal duct Bay Windows or cantilevered areas Floors over unconditioned area Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.8/26/2020 New Construction Energy Code Compliance Certificate Name of Residential Contractor Robert Thomas Homes MN License Number BC644819 City Mailing Address of the Dwelling or Dwelling Unit Lakeville16226 Dutch Barn Drive Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 21,27458,015 Heating Gain Cooling Load 85 170 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 17,801 Residential Load Calculation Heating Loss 0.34 Describe other insulated areas RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.28 Building envelope air tightness: 6 MIL POLY - 4" AGG INTERIOR INTERIOR Below Entire Slab Rigid, Extruded PolystyreneRigid, Isocynurate Perimeter of Slab on Grade Ceiling, flat ATTIC EXTERIOR SEALANT Rim Joist (1st Floor) Windows & Doors Ceiling, vaulted 2 Appliances Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardTHERMAL ENVELOPE Insulation Location Foam, Closed CellFoam Open Cell Wall Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Fuel Type Solar Heat Gain Coefficient (SHGC): 43VP50E2 DX13SN0241B Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces R-410A Make-up Air Select a Type Rheem Domestic Water Heater Gas MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER Model Heating System Gas Daikin DM92SE0803BN Manufacturer Daikin 50 Output in Tons: Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 16226 Dutch Barn Drive Robert Thomas Homes Sean McNamara 952-412-4356 sean.mcnamara@robertthomashomes.com Excavation/construction of single family home 15765 Rob St. Sauver Robert Thomas Homes 952-292-2419 rob.stsauver@traditiondevelopment.com UofMN 5/31/2022 R 100001)))))))))))))))))))))))))))))))))ooooooooooooooooooooooooooooooooooooooor rrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrr ererereeeereeeeerrrrrrreereeeeeeerereeeerererrererrrreeerereereereeeeerrrrrrreeeeeeeereeerrrosooosoooooososososoooooosooosososososososooosssososososososososossssssooososossssssoosooooooooosoosssssssosooooossssssssosssssssssssssssssion anddd sediment control plan. e:______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ D 8/27/20 DJM 8/31/20 X