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LA178884 16276 Duskwood Tr 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 1 12 APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED BELOW GRADE FINISHED BELOW GRADE UNFINISHED GARAGE SQ. FT. SQ. FT. SQ. FT. SQ. FT. 2,503 0 966 668 Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 04/20/2020dmathews 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 2 12 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 3 12 Interior BWP Above Interior BWP Above UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 310 (3) #4 LONGITUDINAL BARS AT TOP OF FOOTING #4 HORIZ. BARS @ 24" O.C. 10" C.I.P. CONCRETE WALL VERTICAL BAR OPTIONS: #4 BARS @ 24" O.C. OR #5 BARS @ 36" O.C. #4 BARS @ END & BEND OF HOOK 5'-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 FOOTING 1'-6"3'-6" WALL SECTION 2 F1 2" TO VERTICAL BARS & HOOKS RETAINING WALL TYPE STAIRWAY FOUNDATION WALL 1'-6" 4'-0" SLOPE GRADE AWAY FROM FOUNDATION (GARAGE SLAB AT SIM. w/ OPTIONAL SLAB LEDGE)2"3"8'-4" MAX.6" MIN. SLAB-ON-GRADE CONTRACTOR MAY USE 8" WALL CONSTRUCTED SIMILAR 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. WOOD WALL12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIV. FRAME WALL ABOVE TREATED 2x8 SILL PLATE w/ 112" MAX. OVERHANG #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 ANCHOR BOLTS (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 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 4 12 Interior BWP Above Interior BWP Above Interior BWP Above Top of Wall Connections 8 LENGTH OF CONTINUOUS HEADER MIN. (2) 912" LSL/LVLCONTINUOUS HEADER (VERIFY w/ SUPPLIER) 2 S2 FRAMING DETAIL RIGID SHEAR PANEL 2'-3"±2'-3"± NAIL SHEATHING TO HEADER w/ 8d NAILS @ 3" O.C. EA. WAY TYP. SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHING APPLIED 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 FACE OF WALL (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C. (1) 2x6 BEARING STUD & (1) 2x6 FULL HEIGHT STUD EACH END OF HEADER LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER OF WALL HEIGHT AS REQ'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) (2) 2x6 BEARING STUDS MIN. (VERIFY w/ SUPPLIER) FASTEN KING STUD TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C. FASTEN FRAMING ABOVE AS SHOWN FOR BRACED WALL PANELS LARGER HATCHED AREA INDICATES 716" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS w/ STANDARD 6"/12" NAILING PATTERN FASTEN BOTTOM PLATE w/ (3) 16d NAILS EVERY 16" BLOCK THROUGH FLOOR SYSTEM BELOW STUDS AS REQ'D 12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN END SIMPSON HTT5 HOLDOWN ANCHOR NAILED TO DOUBLE STUDS 12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTO CONCRETE (MAY OMIT & EPOXY THREADED ROD 8" DIRECTLY INTO CONCRETE) PROVIDE ADDITIONAL KING STUD AT EACH END OF RIGID SHEAR PANEL w/ LOOKOUT/WALKOUT FOUNDATION BELOW, REPLACE HOLDOWN w/ SIMPSON MSTC52 STRAP CENTERED ON FLOOR SYSTEM (PROVIDE 2x BLOCKING IN FLOOR SPACE AS REQ'D) & PROVIDE HOLDOWN ANCHOR BELOW AS SHOWN IN 3/S2 CONSTRUCT 19-1114" 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. 66 6 6 PFH PFH 3.5 3.5 2.5 10 5 5 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 5 12 Temper if glass within 60" of tub floor. -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 5 5 5 5 5 2.53 Top of Wall Connections CONSTRUCT 19-1114" 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. 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 6 12 R-4 on pipe in attic 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 7 12 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 8 12 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 9 12 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 10 12 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 11 12 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 SHEETPERSAUD - SANDBERG RESIDENCE16276 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.07.02 - THE 2190 - ELEVATION BDRAWN BY:JJS C.O.3/16/20 CUSTOMER 3/16/20 C.O.3/20/20 PERMIT 4/3/20 REVISIONS: 3/20/20 - BATH / LAUND. 4/2/20 - C.O. 8 1-5 (P.C.) 12 12 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED COPYRIGHT HANSON GROUP, LLC 2019©DescriptionDateRevisionNovember 8, 2019Project Number:Date:9.544S11Sheets: of2Print Name:Signed: License Number:Ryan Mack11-8-1946673Date: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.2190 ModelElevation AMinnesota ConstructionEXTERIOR BEARING WALLEXTERIOR NON-BEARING WALLROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHINTERIOR BEARING WALLINTERIOR NON-BEARING WALLPROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.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 TRUSSES ABOVE, TOJOISTS/TRUSSES/BLOCKING ABOVE, AND TO JOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOTNECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSS TOTOP PLATE w/ (3) 8dTOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.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.ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 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(UPPER LEVELTRUSS BEARINGWALLS ONLY)REPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM AND TALL WALL FRAMING FOR A SINGLE-FAMILYRESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, ANDTHE 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., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP & CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES 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. ORTYPE 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 NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE 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 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE 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 (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.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, DECK, AND OPTIONAL SCREEN PORCH ARE CONSIDERED BY THE HANSON GROUP TO BEPRIMARILY OPEN, NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCESYSTEM OF THE HOME. PROVIDE CODE REQUIRED LEDGER TENSION AND POST UPLIFT CONNECTIONS. CONTACTTHE 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:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODEMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO LOOKOUT FOUNDATIONS(5-FT)(5-FT)(4-FT)(4-FT)(4-FT) (4-FT)(4-FT) (4-FT)(4-FT)(3-FT)(5-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(5-FT)(5-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(6-FT)(6-FT)(10-FT)(4-FT)ONE-SIDEDONE-SIDED(3.5-FT)(6-FT)(6-FT)(4-FT) (4-FT) (4-FT)(4-FT)(4-FT) (8-FT)(5-FT)(5-FT) BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE (6-FT)(6-FT)(10-FT)BRACED WALL LINE (6-FT)(6-FT)BRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE (9.5-FT)(10-FT)(3-FT)(3-FT)BRACEDWALL LINEBRACEDWALL LINEPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO WALKOUT FOUNDATIONSUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S1REFERENCE PLANWITH BONUS ROOMWITH TANDEM GARAGEWITH CANTILEVERED FIREPLACECONSTRUCTPORTAL FRAME ASSHOWN IN 1/S2CONSTRUCTPORTAL FRAME ASSHOWN IN 1/S2CONSTRUCTEXTENDED HEADERRIGID SHEAR PANELAS SHOWN IN 2/S2CONSTRUCT 19-1114" TALL EXTERIOR STAIR WALL AS FOLLOWS:·2x6 LSL @ 12" O.C. OR 2x6 LVL @ 16" O.C. TYPICAL FULL HEIGHTSTUD 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) 2x6LVL 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 INLENGTH MAY BE 2x6s @ 16" O.C.SEE 2/S1 FOR TALLWALL FRAMING INFOPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL(4-FT)(2.5-FT)(3.5-FT)(2.5-FT) S2FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±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 WALL HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/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'-1012"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-1012"±PROVIDE DOUBLE STUDSFOR ATTACHMENT OFBOTH STRAP & HOLDOWN(MAY USE BEARING/KINGSTUDS AS REQ'D)SIMPSON MSTC52 STRAPS CENTEREDON FLOOR SYSTEM AT LOCATIONSSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)PROVIDE DOUBLE STUDSFOR ATTACHMENT OF STRAPSIMPSON HTT5 HOLDOWN ANCHORAT LOCATIONS SHOWN NAILED TODOUBLE STUDS w/ 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-INANCHOR INTO CONCRETE3S2FRAMING DETAILHOLDOWN CONTINUATIONTO LOWER LEVELCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S2FRAMING DETAILLENGTH OF CONTINUOUS HEADERMIN. (2) 912" LSL/LVLCONTINUOUS HEADER(VERIFY w/ SUPPLIER)2S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.RIGID SHEAR PANEL2'-3"±2'-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)PROVIDE ADDITIONAL KING STUD ATEACH END OF RIGID SHEAR PANELw/ LOOKOUT/WALKOUT FOUNDATIONBELOW, REPLACE HOLDOWN w/SIMPSON MSTC52 STRAP CENTEREDON FLOOR SYSTEM (PROVIDE 2xBLOCKING IN FLOOR SPACE ASREQ'D) & PROVIDE HOLDOWNANCHOR BELOW AS SHOWN IN 3/S2COPYRIGHT HANSON GROUP, LLC 2019©DescriptionDateRevisionProject Number:Date:9.544S22Sheets: 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.com2190 ModelElevation AMinnesota Construction SECTION 5S2AT 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.November 8, 201911-8-19 COPYRIGHT HANSON GROUP, LLC 2019©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.comPARTIAL 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 FOUNDATIONS(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 FOUNDATION(GARAGE SLAB AT SIM. w/OPTIONAL SLAB LEDGE)2"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 GRADE2F12F13F1AS ALLOWED w/SITE GRADE- FIELD VERIFY2F13F1AS ALLOWED w/SITE GRADE- FIELD VERIFYPROJECT SCOPEDESIGN AND DETAIL OF RETAINING WALL TYPE STAIRWAY FOUNDATION WALLS FOR ASINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESEDRAWINGS, 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.WALL RELIES ON THE SLAB-ON-GRADE FLOOR FOR LATERAL SUPPORT. SLAB IS TO BE INPLACE PRIOR TO BACKFILLING, OR ADEQUATE TEMPORARY LATERAL BRACING IS TO BEINSTALLED.7.BULKHEAD FOOTINGS FOR RETAINING WALL TYPE FOUNDATIONS AT STEP LOCATIONS.DO NOT JUMP FOOTINGS.8.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS ANANCHOR WITHIN 12" OF EACH END.9.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: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:CLAY (GROUP III) geq = 60 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)LOADSROOF LIVE LOAD: 35 PSFROOF DEAD LOAD: 15 PSFHOUSE FLOOR LIVE LOAD: 40 PSFWOOD FLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODES2015 MINNESOTA RESIDENTIAL CODEREFER TO SHEET F2 FOR ALTERNATE FOUNDATIONREQUIREMENTS WITH TANDEM GARAGE.October 24, 20199.54410-24-192190 ModelMinnesota ConstructionPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN. COPYRIGHT HANSON GROUP, LLC 2019©Robert Thomas Homes, Inc.16972 Brandtjen Farm DriveLakeville, MN 55044Project Number:Date:F22Sheets: 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.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.com10-24-19PARTIAL FOUNDATION HOUSE PLANSSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1F2REFERENCE PLANSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLYTO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLYTO LOOKOUT FOUNDATIONSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLYTO FULL FOUNDATIONS2'-0"2'-0"THICKEN SLAB TO 5", REINFORCE w/#3 BARS @ 24" O.C. EACH WAY OR 6 x 6 -W1.4/W1.4 WELDED WIRE MESH, &PROVIDE #4 x 4'-0" HOOKS SHOWN @ 36"O.C. IN FOUNDATION WALLS AROUNDPERIMETER AND CAST INTO INDICATEDPORTION OF SLABSTANDARD GARAGEFOUNDATIONWALLS PER CODE2'-0"2'-0"THICKEN SLAB TO 5", REINFORCE w/#3 BARS @ 24" O.C. EACH WAY OR 6 x 6 -W1.4/W1.4 WELDED WIRE MESH, &PROVIDE #4 x 4'-0" HOOKS SHOWN @ 36"O.C. IN FOUNDATION WALLS AROUNDPERIMETER AND CAST INTO INDICATEDPORTION OF SLAB2'-0"2'-0"2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 2F2 GARAGE FOUNDATION WALLWITH LOW GRADE#4 x 2'-0" DOWELS @ 72" 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/F2PROVIDE 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 5'-0"4'-0" MIN.2'-0"2'-0"2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 3F2 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 @ 18" O.C. OR#6 BARS @ 24" O.C.10" MIN. C.I.P. CONCRETE WALLGARAGESLAB-ON-GRADESEE 1/F2PROVIDE 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 8'-0"4'-0" MIN.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.GRADE TO BE RELATIVELYLEVEL WITHIN 10 FEET OFFOUNDATION OR REDUCEMAXIMUM UNBALANCEDHEIGHT BASED ON SLOPEGRADE TO BE RELATIVELYLEVEL WITHIN 10 FEET OFFOUNDATION OR REDUCEMAXIMUM UNBALANCEDHEIGHT BASED ON SLOPEVERIFY EXTERIOR GRADEWILL NOT EXCEED 3'-0"BELOW GARAGE SLABALONG THIS WALLDescriptionDateRevision2 F2 2F2NOTE:VERTICAL BARS MAY BE OMITTEDWHEN EXTERIOR GRADE IS LESS THAN2'-6" BELOW GARAGE SLAB ELEVATION.2'-0"2'-0"THICKEN SLAB TO 5", REINFORCE w/#3 BARS @ 24" O.C. EACH WAY OR 6 x 6 -W1.4/W1.4 WELDED WIRE MESH, &PROVIDE #4 x 4'-0" HOOKS SHOWN @ 36"O.C. IN FOUNDATION WALLS AROUNDPERIMETER AND CAST INTO INDICATEDPORTION OF SLAB3F23F22F2 EXTEND REINFORCEDSLAB & HOOKS TOAPPROX. LOCATION OFEXTERIOR GRADE NOTEXCEEDING 3'-0"BELOW GARAGE SLABPROJECT SCOPEDESIGN OF THE REAR AND EXTERIOR SIDE GARAGE CAST-IN-PLACE CONCRETEFOUNDATION WALLS WITH A LOW EXTERIOR GRADE CONDITION WITH THE TANDEMGARAGE OPTION. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESEDRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THECODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANSPREPARED BY ROBERT THOMAS HOMES FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THEPROJECT SCOPE ABOVE. THE DESIGN OF THE REMAINING HOME IS BY OTHERS.3.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONSBEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IFDISCREPANCIES ARISE.4.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELLAS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.5.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, INCLUDINGALL WALL CORNERS & INTERSECTIONS.6.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL ASAN ANCHOR WITHIN 12" OF EACH END.7.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALLALIGNMENT.8.ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.9.TOP OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TOBACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,000 PSI WITHAN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR 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:SANDY CLAY SOIL (TYPE II) geq = 45 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 PSFCODES2015 MINNESOTA RESIDENTIAL CODEREFER TO SHEET F1 FOR STAIRWAY FOUNDATIONREQUIREMENTS WITHOUT TANDEM GARAGEOctober 24, 20199.54410-24-192190 ModelMinnesota ConstructionSTANDARDBASEMENTFOUNDATIONWALLS PER CODEPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.STANDARDBASEMENTFOUNDATIONWALLS PER CODESTANDARDBASEMENTFOUNDATIONWALLS PER CODE © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 © 16276 Duskwood Trail Lakeville 55044 40,000 X X 40,000 1776 40,000 3000 3000 1776 3000 .59 .59 .41 40,000 40,000 13.33 13.33 .41 5.5 2.7 240 375 375 NR 3442 516 516 145 73 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 R-10 X R-21 X R-21 X R-21 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:60,000 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.4/1/2020 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 Lakeville16276 Duskwood Trail Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 21,99548,782 Heating Gain Cooling Load 145 73 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): 18,976 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 DM92SS0603BN 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 16276 Duskwood Trail 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 U of MN 5/31/2022 R 100001)))))))))))))))))))))))))))))))))ooooooooooooooooooooooooooooooooooooooor rrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrr ererereeeereeeeerrrrrrreereeeeeeerereeeerererrererrrreeerereereereeeeerrrrrrreeeeeeeereeerrrosooosoooooososososoooooosooosososososososooosssososososososososossssssooososossssssoosooooooooosoosssssssosooooossssssssosssssssssssssssssion anddd sediment control plan. e:______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ D 4/1/20 04/09/2020 X KP