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LA177039 - 16269 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: 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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 1 12 APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED BELOW GRADE FINISHED BELOW GRADE UNFINISHED GARAGE SQ. FT. SQ. FT. SQ. FT. SQ. FT. 1,738 646 194 674 Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 01/28/2020dmathews 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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 3 12 53.75 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. THE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS 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 AROUND PERIMETER AND CAST INTO INDICATED PORTION OF SLAB STANDARD BASEMENT FOUNDATION WALLS PER CODE 3F23 F2 2F2EXTEND REINFORCED SLAB & HOOKS TO APPROX. LOCATION OF EXTERIOR GRADE NOT EXCEEDING 3'-0" BELOW GARAGE SLAB 2'-0"2'-0"2" FRAME WALL ABOVE 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. WALL SECTION 2 F2 GARAGE FOUNDATION WALL WITH LOW GRADE #4 x 2'-0" DOWELS @ 72" 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/F2 2418+&')4#07.#4/#6'4+#. (14(+..$'.19)#4#)'5.#$ 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 5'-0"4'-0" MIN.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 F2 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 @ 18" O.C. OR #6 BARS @ 24" O.C. 10" MIN. C.I.P. CONCRETE WALL GARAGE SLAB-ON-GRADE SEE 1/F2 2418+&')4#07.#4/#6'4+#. (14(+..$'.19)#4#)'5.#$ 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 8'-0"4'-0" MIN.GRADE TO BE RELATIVELY LEVEL WITHIN 10 FEET OF FOUNDATION OR REDUCE MAXIMUM UNBALANCED HEIGHT BASED ON SLOPE GRADE TO BE RELATIVELY LEVEL WITHIN 10 FEET OF FOUNDATION OR REDUCE MAXIMUM UNBALANCED HEIGHT BASED ON SLOPE 016' VERTICAL BARS MAY BE OMITTED WHEN EXTERIOR GRADE IS LESS THAN 2'-6" BELOW GARAGE SLAB ELEVATION. 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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 4 12Top of WallConnections6 6 6 6 3.56 14 10 3.5 8 3.4 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 LSLOR (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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 5 12 × -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 3 3 3 5 5 Connections 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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 9 121/4"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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 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 SHEETRIDDELL & STAGG RESIDENCE16269 DUSKWOOD TRAIL, LAKEVILLE, MN 55044SBF19.13.01 - 1700 - ELEVATION BDRAWN BY:BE C.O.12/31/19 CUSTOMER 12/31/19 C.O.1/10/20 PERMIT 1/14/20 REVISIONS: ----1-10 11 12 12 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED COPYRIGHT HANSON GROUP, LLC 2018©DescriptionDateRevisionApril 17, 2018Project Number:Date:8.236S11Sheets: of1Print Name:Signed: License Number:Ryan Mack4-17-1846673Date: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.4QDGTV6JQOCU*QOGU+PE16972 Brandtjen Farm DriveLakeville, MN 550443407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQOPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.1700 Model BMinnesota 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)(4-FT)(4-FT)(4-FT) (5-FT)(5-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(3-FT)(3-FT)(3-FT)(3-FT)(3-FT)(3-FT)(3-FT)(4-FT)(4-FT) (5-FT)(5-FT) BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(8-FT)(3.5-FT)(4.5-FT)(4-FT)(6-FT)(6-FT)(6-FT)(6-FT)(3.5-FT)(3.4-FT)(6-FT)(14-FT)(10-FT)(6-FT)(6-FT)(6-FT)(3.5-FT)(6-FT)(6-FT)(14-FT) BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)BRACEDWALL LINEBRACED WALL LINE BRACED WALL LINEBRACEDWALL LINE(3.75-FT)(3.75-FT)(5-FT)(4.8-FT)BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEPARTIAL 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 FOUNDATIONSUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S1REFERENCE PLANCONSTRUCT 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 LSLOR (1) 2x6 LVLFULL 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.PROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLSEE 2/S1 FOR TALLWALL FRAMING INFO4-BEDROOM OPTIONTANDEM GARAGE OPTIONSCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM AND STAIRWAY EXTERIOR TALL WALL FRAMINGFOR A SINGLE-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., 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.THE COVERED ENTRY, OPTIONAL DECK, AND OPTIONAL 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 UPLIFT CONNECTIONS.CONTACT THE HANSON GROUP IF A RIGID DESIGN OF THESE AREAS IS DESIRED.9.TALL WALL FRAMING IS DESIGNED FOR A H/180 DEFLECTION CRITERIA AT A MINIMUM.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: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 CODEBRACED WALL LINE COPYRIGHT HANSON GROUP, LLC 2018©DescriptionDateRevision4QDGTV6JQOCU*QOGU+PE16972 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 554416GN 612-708-3572YYYJCPUQPITQWROPEQOJune 7, 20188.23611-29-181700 ModelMinnesota ConstructionPARTIAL 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 ABOVE BY SUPPLIERTREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANGFRAME WALL ABOVE BY SUPPLIERTREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANG WALL SECTION 3F1 RETAINING WALL TYPESTAIRWAY FOUNDATION WALLTO BE LOCATED IN THE FIELDAS REQUIRED AND ALLOWEDWITH SITE GRADE3'-6" MAX.6"MIN.SLOPE GRADE AWAYFROM FOUNDATION20" MIN. WIDE x 8" MIN.THICK CONCRETE FOOTINGCENTERED UNDER WALL(DROP FOR FROST AS REQ'D)SLAB-ON-GRADE#4 HORIZ. BAR@ TOP OF WALL8" C.I.P.CONCRETEWALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. WALL SECTION 4F1LOOKOUT FOUNDATION WALLTO BE LOCATED IN THE FIELDAS REQUIRED AND ALLOWEDWITH SITE GRADETREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANGSEE PLAN FOR TALLWALL FRAMING2F12F13F14F1AS ALLOWED w/SITE GRADE- FIELD VERIFY2F13F14F1AS ALLOWED w/SITE GRADE- FIELD VERIFY241,'%65%12'DESIGN 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.016'51.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./#6'4+#.5CONCRETE 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).1#&5ROOF LIVE LOAD: 35 PSFROOF DEAD LOAD: 15 PSFHOUSE FLOOR LIVE LOAD: 40 PSFWOOD FLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. B%1&'52015 MINNESOTA RESIDENTIAL CODESheet F2 Added11-29-1814'('4615*''6((14#.6'40#6'(170+104'37+4'/'0659+6*6#0&'/)#4#)' COPYRIGHT HANSON GROUP, LLC 2018©4QDGTV6JQOCU*QOGU+PE16972 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 554416GN 612-708-3572YYYJCPUQPITQWROPEQO11-29-188.23611-29-181700 ModelMinnesota ConstructionPARTIAL 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 SLABSTANDARDBASEMENTFOUNDATIONWALLS PER CODESTANDARD 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 SLABSTANDARDBASEMENTFOUNDATIONWALLS PER CODE2'-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/F22418+&')4#07.#4/#6'4+#.(14(+..$'.19)#4#)'5.#$CONTRACTOR 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/F22418+&')4#07.#4/#6'4+#.(14(+..$'.19)#4#)'5.#$CONTRACTOR 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.&'5+)05*1904'.+'510%74'&%10%4'6'5.#$(146121(9#...#6'4#.5722146/'#05#0&/'6*1&51($4#%+0)&74+0)%105647%6+10+56*'4'52105+$+.+6;1(6*'%1064#%6146*'*#0510)41724'%1//'0&5'+6*'456''.$4#%+0)#.10)6*'':6'4+142'4+/'6'4142174'&%10%4'6'9+0)9#..5#.10)6*'+06'4+142'4+/'6'4$;16*'45GRADE 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 2F2016' 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 SLABSTANDARDBASEMENTFOUNDATIONWALLS PER CODE3F23F22F2 EXTEND REINFORCEDSLAB & HOOKS TOAPPROX. LOCATION OFEXTERIOR GRADE NOTEXCEEDING 3'-0"BELOW GARAGE SLAB241,'%65%12'DESIGN 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.)'0'4#.016'51.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./#6'4+#.5CONCRETE 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).1#&5ROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSF%1&'52015 MINNESOTA RESIDENTIAL CODE4'('4615*''6((1456#+49#;(170+104'37+4'/'0659+6*1766#0&'/)#4#)' © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 Duskwood Trail Lakeville 55044 © 16269 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 2596 389 389 120 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: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 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 43VP50E2 DX13SN0181A 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:1.5 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: 13,44136,635 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): 11,188 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.1/14/2020 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 Lakeville16269 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 16269 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 1/14/20 01/21/2020 X KP