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LA181380 - 16241 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 1 12 APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED BELOW GRADE FINISHED BELOW GRADE UNFINISHED GARAGE SQ. FT. SQ. FT. SQ. FT. SQ. FT. 2,118 727 203 585 Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 06/24/2020dmathews 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 3 12 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 3 3 PARTIAL FOUNDATION HOUSE PLAN SHOWN FOR LOCATION REFERENCE ONLY (ACTUAL LAYOUT MAY BE MIRRORED) 1 F1 REFERENCE PLAN THE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS 16'-0"±STANDARD BASEMENT FOUNDATION WALLS PER CODE APPROX. LOCATION OF EXTERIOR GRADE NOT EXCEEDING 3'-0" BELOW GARAGE SLAB 2 F1 3 F1 3F12'-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 @ 24" O.C. IN FOUNDATION WALLS AROUND PERIMETER AND CAST INTO INDICATED PORTION OF SLAB 2'-0"2'-0"2" FRAME WALL ABOVE 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. WALL SECTION 2 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 @ 24" 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 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 2'-0"2'-0"2" FRAME WALL ABOVE 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. WALL SECTION 3 F1 GARAGE FOUNDATION WALL WITH LOW GRADE #4 x 2'-0" DOWELS @ 24" O.C. (5" MIN. EMBED)20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING (PROVIDE ADEQUATE FROST PROTECTION) #4 x 4'-0" HOOKS @ 24" 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 WALL SLAB-ON-GRADE SEE 1/F1 PROVIDE GRANULAR MATERIAL FOR FILL BELOW GARAGE SLAB NOT TO EXCEED 9'-0"4'-0" MIN.GRADE TO BE RELATIVELY LEVEL WITHIN 10 FEET OF FOUNDATION OR REDUCE MAXIMUM UNBALANCED HEIGHT BASED ON SLOPE 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) 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 4 12 BWP Above 8 8 Shear Panelw/holdownsShear Panelw/holdowns PROVIDE DOUBLE STUDS AT EACH END OF SHEARWALL (MAY USE BEARING/KING STUDS AS REQ'D) HEADER & BEARING/KING STUDS AT SIDES OF OPENING(S) BY SUPPLIER HATCHED AREA INDICATES 716" OR THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS TYPICAL 2x6 STUDS @ 16" O.C. FASTEN BOTTOM PLATE w/ (3) 16d NAILS EVERY 16" PERFORATED SHEARWALL RAISED ABOVE FLOOR SYSTEM 2 S2 FRAMING DETAIL SIZE & NUMBER OF WALL OPENINGS MAY VARY SEE PLAN & ELEVATION NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL. FASTEN FRAMING ABOVE AS SHOWN FOR BRACED WALL PANELS 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 14" x 4" CONCRETE SCREWS @ 16" O.C. THRU SILL PLATE INTO FOUNDATION AT THIS WALL PORTION IN ADDITION TO ANCHOR BOLTS (NOT SHOWN) 5 5 5 5 3.5 2.4 Connections Shearwall Shearwall 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 5 12 4 4 4 4 4 4 4 4 4 3 3 33.5 Top Of Wall Connections 3 3 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 4 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 6 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 7 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 8 121/4"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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 10 12 CFL INCANDESCENT LED LED LED LED LOW VOLTAGE 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 11 12 CFL INCANDESCENT LED LED LED LED LOW VOLTAGE 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 SHEETSTEEL RESIDENCE16241 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.06.01 - THE 1900 - ELEVATION CDRAWN BY:JJS C.O.5/15/20 CUSTOMER 5/17/20 C.O... PERMIT 6/8/20 REVISIONS: ----1-8 .. 12 12 CFL INCANDESCENT LED LED LED LED LOW VOLTAGE LED COPYRIGHT HANSON GROUP, LLC 2020©DescriptionDateRevisionMay 18, 2020Project Number:Date:0.258S11Sheets: of2Print Name:Signed: License Number:Ryan Mack5-18-2046673Date: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.1900 Model"C" ElevationMinnesota ConstructionPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S1REFERENCE PLANTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOWALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOLOOKOUT FOUNDATIONS(3-FT)(3-FT)(3-FT)(3.5-FT)(3.5-FT)(3.5-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINEMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S1REFERENCE PLANOPTIONALFIREPLACE #1OPTIONALFIREPLACE #2 & #3(4-FT) (4-FT)UPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S1REFERENCE PLAN(4-FT)(4-FT) (3.5-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3-FT)(3-FT)(3-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)PROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLSCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.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 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 PANEL EDGESAND 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 COMMON NAILS @ 6" O.C AT PANEL EDGES AND 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 EDGES AND 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" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.8.THE ENTRY PORCH AND OPTIONAL DECK ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL PORTIONS OFTHE STRUCTURE AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODEREQUIRED UPLIFT CONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.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: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.(5-FT)(5-FT) (4-FT)(4-FT)(4-FT)(5-FT)(5-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEOPTIONAL KITCHEN #2(3.5-FT)(2.4-FT)(4-FT)OPTIONAL KITCHEN #1(5-FT)(5-FT)(4-FT) (8-FT)(8-FT)CONSTRUCTSHEARWALL ASSHOWN IN 1/S2CONSTRUCTSHEARWALL ASSHOWN IN 2/S2CONSTRUCTSHEARWALL ASSHOWN IN 1/S2MIRRORED(4-FT)(4-FT)PROVIDE TOP & BOTTOM OFWALL CONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL 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.PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENING(S) BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM2S2FRAMING DETAILSIZE & NUMBER OF WALLOPENINGS MAY VARYSEE PLAN & ELEVATIONNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSCOPYRIGHT 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.com1900 ModelAll ElevationsMinnesota ConstructionCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION3S2FRAMING DETAILBLOCK 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 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILLPLATE INTO FOUNDATION AT THISWALL PORTION IN ADDITION TOANCHOR BOLTS (NOT SHOWN)S2FRAMING DETAILGARAGE SHEARWALL1FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS ALONGTHIS SHEARWALL AS WELL ASABOVE OVERHEAD DOORHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSSIMPSON STHD14 HOLDOWN ANCHORFASTENED TO DOUBLE STUDS(REFER TO 3/S2 FOR POST-INSTALLEDHOLDOWN OPTION)(2) 12" Ø ANCHOR BOLTS(7" MIN. EMBED)TYPICAL 2x6 STUDS @ 16" O.C.PROVIDE DOUBLE STUDSAT END OF SHEARWALLHEADER & BEARING/KINGSTUDS AT SIDES OFOPENING BY SUPPLIERNOT TO EXCEED 12'-0"May 18, 20200.2585-18-20 2'-0"2'-0"2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 2F1 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@ 24" 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 WALLSLAB-ON-GRADESEE 1/F1PROVIDE GRANULAR MATERIALFOR FILL BELOW GARAGE SLABCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)NOT TO EXCEED 6'-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 3F1 GARAGE FOUNDATION WALLWITH LOW GRADE#4 x 2'-0" DOWELS @ 24" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTING(PROVIDE ADEQUATEFROST PROTECTION)#4 x 4'-0" HOOKS@ 24" 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 WALLSLAB-ON-GRADESEE 1/F1PROVIDE GRANULAR MATERIALFOR FILL BELOW GARAGE SLABNOT TO EXCEED 9'-0"4'-0" MIN.PROJECT SCOPEDESIGN OF THE REAR AND EXTERIOR SIDE GARAGE CAST-IN-PLACE CONCRETEFOUNDATION WALLS WITH A LOW EXTERIOR GRADE CONDITION. CONSTRUCTION ISTO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRYPRACTICE, AND THE REQUIREMENTS OF THE CODE.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 PSFCODES2020 MINNESOTA RESIDENTIAL CODEDESIGN 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.PARTIAL FOUNDATION HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1F1REFERENCE PLANTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOWALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOLOOKOUT FOUNDATIONS2'-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 @ 24" O.C. IN FOUNDATIONWALLS AROUND PERIMETER AND CASTINTO INDICATED PORTION OF SLABSTANDARDBASEMENTFOUNDATIONWALLS PER CODEAPPROX. LOCATION OF EXTERIORGRADE NOT EXCEEDING 3'-0"BELOW GARAGE SLAB10'-0"±16'-0"±STANDARDBASEMENTFOUNDATIONWALLS PER CODEAPPROX. LOCATION OF EXTERIORGRADE NOT EXCEEDING 3'-0"BELOW GARAGE SLAB2F12F12F13F13F12'-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 @ 24" O.C. IN FOUNDATIONWALLS AROUND PERIMETER AND CASTINTO INDICATED PORTION OF SLABGRADE 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 SLOPECOPYRIGHT HANSON GROUP, LLC 2020©DescriptionDateRevisionProject 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.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.1900 ModelAll ElevationsMinnesota ConstructionMay 18, 20200.2585-18-20CONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT) © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 © 16241 Duskwood Trail Lakeville 55044 40,000 X X 40,000 1440 40,000 3000 3000 1440 3000 .48 .48 .52 40,000 40,000 13.33 13.33 .52 6.9 3.0 240 375 375 NR 2840 426 426 120 60 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-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 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 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: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):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 Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 22,13356,208 Heating Gain Cooling Load 60 120 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): 19,499 Residential Load Calculation Heating Loss 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.6/1/2020 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 Lakeville16241 Duskwood Trail 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 16241 Duskwood Trail Robert Thomas Homes Kyle Dillie 952-412-4356 kyle.dillie@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 6/1/20 06/10/2020 X KP