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HomeMy WebLinkAboutLA194189 16114 Duvane Way Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
___________________
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
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
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.1 11
EXTERIOR SHEATHING TO BE 1/2" GYP SHEATHING
WHERE ALLOWED BY BRACED WALL ENGINEERING.
DESIGN SELECTIONS
INTERIOR PACKAGE
EXTERIOR PACKAGE
WINDOW COLOR
METRO BASE
E
WHITE
16114
APPROXIMATE SQUARE FOOTAGE
ABOVE GRADE FINISHED
BELOW GRADE FINISHED
Square footages are measured to the exterior finished surface of the outside walls.
Square footage calculations were made based on plan dimensions only and may
vary from the finished square footage of the house as built. In addition, plan
dimensions are not exact and are subject to some variance. However, all
construction shall be in substantial compliance with the Contract Documents.
BELOW GRADE UNFINISHED
GARAGE
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
1,718
628
104
484
16114
Concept Approval ONLYSubject to Field Inspection
Inspector Date
2015
MN Bldg
Code
08/24/2021shutchins
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.2 11ALL INTERIOR NON-BEARING WALLS TO HAVE 24" O.C. STUDS2x4 OR 2x6 PER PLAN(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
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 ANCHORBOLTS (7" MIN. EMBED)
@ 72" O.C. MAX. OR EQUIV.
FRAME WALL ABOVE BY SUPPLIER
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.3 11
ALL INTERIOR NON-BEARING WALLS TO HAVE 24" O.C. STUDS
2x4 OR 2x6 PER PLAN
EXTERIOR SHEATHING TO BE 1/2" GYP SHEATHING
WHERE ALLOWED BY BRACED WALL ENGINEERING.
4
4
4
4
4
4
4
44
4
Tempered
4
4
4
15
4
4
Shearwall
4/S1
PFH PFH
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.4 11
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.5 11
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.6 11
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.7 11
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.8 11
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.9 11
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.10 11
1"
END OF DECK
Ø
Ø
OF
SHEETWIRES-PINATELLI / HAMEL RESIDENCE16114 DUVANE WAY, LAKEVILLE, MN 55440SBF23.04.05 - PLAN THREE - ELEVATION ADRAWN BY:LJH
C.O...
CUSTOMER 7/22/21
C.O...
PERMIT
REVISIONS:
..
----
..
8/9/21Copyright of these documents is owned byRT Urban Homes, Inc.and reserves ALL rights.These plans may not be re-used, copied orassigned to another party nor shall they bemodified or used in part in other designswithout the prior written consent ofRT Urban Homes, Inc.3 11
LED
LED
LOW VOLTAGE
LED
LED
CFL
HALOGEN
LED
LENGTH OF CONTINUOUS HEADERMIN. (2) 912" LSL/LVLCONTINUOUS HEADER(VERIFY w/ SUPPLIER)4S1FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.RIGID SHEAR PANEL2'-0"±S1FRAMING DETAILGARAGE SHEARWALL3FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS ALONGTHIS SHEARWALL AS WELL ASABOVE OVERHEAD DOORBEARING AND KING STUDS 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 SUPPORTSSIMPSON STHD14 HOLDOWN ANCHORFASTENED TO DOUBLE STUDS(REFER TO 5/S1 FOR POST-INSTALLEDHOLDOWN OPTION)(2) 12" Ø ANCHOR BOLTS (7" MIN. EMBED)TYPICAL 2x6 STUDS @ 16" O.C.PROVIDE DOUBLE STUDSAT END OF SHEARWALLDescriptionDateRevisionApril 23, 2020Project Number:Date:0.218S11Sheets: of1Print Name:Signed: License Number:Ryan Mack5-26-2146673Date: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.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Urban 3 ModelElevation AMinnesota ConstructionMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S1REFERENCE PLANCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION5S1FRAMING DETAILCONSTRUCTSHEARWALL ASSHOWN IN 3/S1CONSTRUCTSHEARWALL ASSHOWN IN 3/S1MIRROREDCONSTRUCTEXTENDED HEADERRIGID SHEAR PANELAS SHOWN IN 4/S12'-0"±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 PANELINTERMEDIATE BEARINGSTUDS BY SUPPLIER(2.4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)
(4-FT)(4-FT)(4-FT)BRACED
WALL LINE
BRACED
WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(15-FT)BRACED
WALL LINE
BRACED
WALL LINEBRACEDWALL LINECOPYRIGHT HANSON GROUP, LLC 2020©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.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.NOT TO EXCEED 12'-0"
(4-FT)RT Urban Homes, Inc.16972 Brandtjen Farm DriveLakeville, MN 55044(4-FT)(4-FT)SHEATH WALL ENTIRELYw/ PLYWOOD OR OSBSHEATH WALL ENTIRELYw/ PLYWOOD OR OSBSHEATH WALL ENTIRELYw/ PLYWOOD OR OSB(5-FT)(5-FT)
(6-FT)(6-FT)
(5-FT)
(4-FT)(4-FT)SHEATH THIS PORTION OF WALLENTIRELY w/ PLYWOOD OR OSB& PROVIDE TOP & BOTTOM OFWALL CONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLWITH OPTIONAL WINDOWSExterior Gyp Sheathing5-26-211INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH FASTENERS LISTED IN NOTE 2 OR NOTE 3 ASAPPLICABLE, SPACED AT 7" O.C. UNLESS NOTED OTHERWISE. SEE PLAN FOR LOCATIONS w/ 4" O.C. SPACING. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR PLYWOOD OR OSB BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE2. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)SCOPEDESIGN 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.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 12" OR 58" GYPSUM SHEATHING FASTENED TO FRAMING w/ 112" (134" w/ 58" GYP.) ROOFINGNAILS, 112" (158" w/ 58" GYP.) LONG STAPLES, OR 114" (158" w/ 58" GYP.) TYPE S/W WALLBOARD SCREWS @ 7" O.C ATPANEL EDGES AND 7" O.C. AT INTERMEDIATE SUPPORTS.C.EXTERIOR SHEATHING AT AREAS NOTED PLYWOOD OR OSB: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8dCOMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @3" / 6" SPACING3.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.9.THE ENTRY PORCH AND OPTIONAL COVERED PORCH ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIALPORTIONS OF THE STRUCTURE AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME.PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.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 CODE4" O.C.FASTENERSPACING
DescriptionDateRevisionProject Number:Date:F1Sheets:Print 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 PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1F1REFERENCE PLANS1 of1Urban 3 ModelMinnesota Construction2F1ALONGENTIRESTAIRWAY(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.10" C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6" WALL SECTION 2F12" TO VERTICAL BARS & HOOKS RETAINING WALL TYPESTAIRWAY FOUNDATION WALL1'-6"4'-0"SLOPE GRADE AWAYFROM FOUNDATION2"
3"
8'-4" MAX.6"MIN.SLAB-ON-GRADECONTRACTOR MAY USE 8" WALL CONSTRUCTEDSIMILAR TO BELOW w/ THE FOLLOWING CHANGES:·5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C.·VERTICAL BAR OPTIONS:#5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. WOOD WALL
12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OR EQUIV.FRAME WALL ABOVE BY SUPPLIERCOPYRIGHT HANSON GROUP, LLC 2020©PROJECT SCOPEDESIGN AND DETAIL OF RETAINING WALL TYPE STAIRWAY FOUNDATION WALL FOR A SINGLEFAMILY 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 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 CODEApril 23, 20200.2184-23-20PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.RT Urban Homes, Inc.16972 Brandtjen Farm DriveLakeville, MN 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
©
16114 Duvane Way
Lakeville 55044
Date Certificate Posted
x Passive (No Fan)
Active (With fan and monometer or
other system monitoring device)
Location (or future location) of Fan:
Other Please Describe Here
X
R-10 X
R-21 X
R-21 X
R-21 X
R-49 X
R-30 X
R-30 X
R-30 X
X Not applicable, all ducts located in conditioned space
Not required per mech. code
X Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:60,000 Capacity in
Gallons:
Other, describe:
AFUE or
HSPF%92%
Cfm's
4 " round duct OR
3 " metal duct
Not required per mech. code
4"Passive
Low: Other, describe:
XLow:
Location of fan(s), describe: Cfm's
" round duct OR
" metal duct
Bay Windows or cantilevered areas
Floors over unconditioned area
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.8/9/2021
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
RT Urban Homes, Inc
MN License Number
BC758134
City Mailing Address of the Dwelling or Dwelling Unit
Lakeville16114 Duvane Way
Mech Room
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
Combustion Air Select a Type
Location of duct or system:
23,00042,956
Heating Gain Cooling Load
63 125
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):
20,564
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
Burnsville Heating & Air Conditioning, Inc.
3451 W. Burnsville Pkwy, Suite 120, Burnsville, MN 55337
Phone 952‐894‐0005 – Fax 952‐894‐0925 – Web www.burnsvilleheating.com
_____________________________________________________________________________________
Ventilation, Makeup and Combustion Air Calculations
Submittal Form for New Dwellings
Site address 16114 Duvane Way Date 8/9/21
Contractor Burnsville Heating & Air Conditioning, Inc Completed By Alan Dobson
VENTILATION REQUIREMENTS
TABLE R403.5.2
NUMBER OF BEDROOMS
1 2345 6 2
Conditioned space1 (in
sq. ft.)
Total/
Continuous
Total/
Continuous
Total/
Continuous
Total/
Continuous
Total/
Continuous
Total/
Continuous
1000‐1500 60/40 75/40 90/45 105/53 120/60 135/68
1501‐2000 70/40 85/43 100/50 115/58 130/65 145/73
2001‐2500 80/40 95/48 110/55 125/63 140/70 155/78
2501‐3000 90/40 105/53 120/60 135/68 150/75 165/83
3001‐3500 100/50 115/58 130/65 145/73 160/80 175/88
3501‐4000 110/55 125/63 140/70 155/78 170/85 185/93
4001‐4500 120/60 135/68 150/75 165/83 180/90 195/98
4501‐5000 130/65 145/73 160/80 175/88 190/95 205/103
5001‐5500 140/70 155/78 170/85 185/93 200/100 215/108
5501‐6000 2 150/75 165/83 180/90 195/98 210/105 225/113
1. Conditioned space includes the basement and conditioned crawl spaces.
2. If conditioned space exceeds 6000sp. Ft. or there are more than 6 bedrooms, use Equation R403.5.2
R403.5.2 Total Ventilation rate.
The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average
for each 1‐ hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms
and square footage of conditioned space, including the basement and conditioned crawl spaces.
For the purposes of Table R403.5.2 and Section R403.5.3, the following applies”
a. Equation R403.5.2 Total ventilation rate:
Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms =1))
b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventilation
rate/2
Amount Total _________125_________
Amount Continuous ______63_________
TABLE 304.1
COMBUSTION AIR REQUIREMENTS FOR GAS‐FIRED
APPLIANCES WHEN THE COMBINED INPUT IS UP TO
AND INCLUDING 400,000 Btu/hr
TOTAL INPUT OF APPLIANCES1,
THOUSANDS OF Btu/hr
(kW)
REQUIRED FREE AREA OF AIR‐
SUPPLY OPENING OR DUCT,
SQUARE INCHES
(sq mm)
ACCEPTABLE APPROXIMATE
ROUND DUCT
EQUIVALENT DIAMETER2,
INCH (mm)
25 (8)
50 (15)
75 (23)
100 (30)
125 (37)
150 (45)
175 (53)
200 (60)
225 (68)
250 (75)
275 (83)
300 (90)
325 (98)
350 (105)
375 (113)
400 (120)
7 (4,500)
7 (4,500)
11 (7,000)
14 (9,000)
18 (12,000)
22 (14,000)
25 (16,000)
29 (19,000)
32 (21,000)
36 (23,000)
40 (26,000)
43 (28,000)
47 (30,000)
50 (32,000)
54 (35,000)
58 (37,000)
3 (75)
3 (75)
4 (100)
4 (100)
5 (125)
5 (125)
6 (150)
6 (150)
6 (150)
7 (175)
7 (175)
7 (175)
8 (200)
8 (200)
8 (200)
9 (225)
1. For total inputs falling between listed capacities, use next largest listed input.
2. If flexible duct is used, increase the duct diameter by one inch. *
*Flexible duct shall be stretched with minimal sags.
BTU Amount for Non‐direct vent appliances ____________________
IFGC Appendix E, Worksheet E‐1
Residential Combustion Air Calculation Method
(for Furnace, Boiler, and/or Water Heater in the Same Space)
Step 1: Complete vented combustion appliance information.
Furnace/Boiler:
___Draft Hood ___Fan Assisted ___Direct Vent Input
(Not fan assisted) & Power Vent ______Btu/hr
Water Heater:
___Draft Hood ___Fan Assisted ___Direct Vent Input:
(Not fan assisted) &Power Vent ______Btu/hr
Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances.
The CAS includes all spaces connected to one another
by code compliant openings. CAS volume: _________________ft3
Step 3: Determine Air Changes per Hours (ACH)1
Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method).
If the year of construction or ACH is not known, use method 4a (Standard Method).
Step 4: Determine Required Volume for Combustion Air.
4a. Standard Method
Total Btu/hr input of all combustion appliances Input:_____________ Btu/hr
(DO NOT COUNT DIRECT VENT APPLIANCES)
Use Standard Method column in Table E‐1 to find Total Required Volume (TRV) TRV:_____________ ft3
If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) is less than TRV then go to STEP 5.
4b. Known Air Infiltration Rate (KAIR) Method
Total Btu/hr input of all fan‐assisted and power vent appliances Input:_____________ Btu/hr
(DO NOT COUNT DIRECT VENT APPLIANCES)
Use Fan‐Assisted Appliances column in Table E‐1 to find
Required Volume Fan Assisted (RVFA) RFVA:_____________ ft3
Total Btu/hr input of all non‐fan‐assisted appliances Input:_____________ Btu/hr
Use Non‐Fan‐Assisted Appliances column in Table E‐1 to find
Required Volume Non‐Fan‐Assisted (RVNFA) RVNFA:____________ ft3
Total Required Volume (TRV) = RVFA + RVNFA RV=_______________+______________=_______________ft3
If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) is less than TRV then go to STEP 5.
Step 5: Calculate the ratio of available interior volume to the total required volume.
Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = / = =
Step 6: Calculate Reduction Factor (RF).
RF ‐ 1 minus Ratio RF = 1 ‐ = m
Step 7: Calculate single outdoor opening as if all combustion air is from outside.
Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: _______________Btu/hr
Combustion Air Opening Area (CAOA):
Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = /3000 Btu/hr per in2= in2
Step 8: Calculate Minimum CAOA.
Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2
Step 9: Calculate Combustion Air Opening Diameter (CAOD)
CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA =__________ in.
1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section
G304.
IFGC Appendix E, Table E‐1
Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance)
Input Rating
(Btu/hr)
Standard Method
(ft3)
Known Air Infiltration Rate (KAIR) Method (ft3)
Fan Assisted Non‐Fan‐Assisted
19941 to present
Pre‐1994
1994 to present
Pre‐1994
5,000 250 375 188 525 263
10,000 500 750 375 1,050 525
15,000 750 1,125 563 1,575 788
20,000 1,000 1,500 750 2,100 1,050
25,000 1,250 1,875 938 2,625 1,313
30,000 1,500 2,250 1,125 3,150 1,575
35,000 1,750 2,625 1,313 3,675 1,838
40,000 2,000 3,000 1,500 4,200 2,100
45,000 2,250 3,375 1,688 4,725 2,363
50,000 2,500 3,750 1,675 5,250 2,625
55,000 2,750 4,125 2,063 5,775 2,888
60,000 3,000 4,500 2,250 6,300 3,150
65,000 3,250 4,875 2,438 6,825 3,413
70,000 3,500 5,250 2,625 7,350 3,675
75,000 3,750 5,625 2,813 7,875 3,938
80,000 4,000 6,000 3,000 8,400 4,200
85,000 4,250 6,375 3,188 8,925 4,463
90,000 4,500 6,750 3,375 9,450 4,725
95,000 4,750 7,125 3,563 9,975 4,988
100,000 5,000 7,500 3,750 10,500 5,250
105,000 5,250 7,875 3,938 11,025 5,513
110,000 5,500 8,250 4,125 11,550 5,775
115,000 5,750 8,625 4,313 12,075 6,038
120,000 6,000 9,000 4,500 12,600 6,300
125,000 6,250 9,375 4,688 13,125 6,563
130,000 6,500 9,750 4,875 13,650 6,825
135,000 6,750 10,125 5,063 14,175 7,088
140,000 7,000 10,500 5,250 14,700 7,350
145,000 7,250 10,875 5,438 15,225 7,613
150,000 7,500 11,250 5,625 15,750 7,875
155,000 7,750 11,625 5,813 16,275 8,138
160,000 8,000 12,000 6,000 16,800 8,400
165,000 8,250 12,375 6,188 17,325 8,663
170,000 8,500 12,750 6,375 17,850 8,925
175,000 8,750 13,125 6,563 18,375 9,188
180,000 9,000 13,500 6,750 18,900 9,450
185,000 9,250 13,875 6,938 19,425 9,713
190,000 9,500 14,250 7,125 19,950 9,975
195,000 9,750 14,625 7,313 20,475 10,238
200,000 10,000 15,000 7,500 21,000 10,500
205,000 10,250 15,375 7,688 22,525 10,783
210,000 10,500 15,750 7,875 22,050 11,025
215,000 10,750 16,125 8,063 22,575 11,288
220,000 11,000 16,500 8,250 23,100 11,550
225,000 11,250 16,875 8,438 23,625 11,813
230,000 11,500 17,250 8,625 24,150 12,075
1 The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH.
2 This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH.
Table 501.4.1
Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units
ONE OR MULTIPLE
POWER VENT OR
DIRECT VENT
APPLIANCES OR NO
COMBUSTION
APPLIANCESA
ONE OR MULTIPLE
FAN‐ASSISTED
APPLIANCES AND
POWER VENT OR
DIRECT VENT
APPLIANCESB
ONE
ATMOSPHERICALLY
VENTED GAS OR OIL
APPLIANCE OR ONE
SOLID FUEL
APPLIANCEC
MULTIPLE
APPLIANCES THAT
ARE
ATMOSPHERICALLY
VENTED GAS OR OIL
APPLIANCES OR SOLID
FUEL APPLIANCESD
1. Use Appropriate Column to Estimate House Infiltration
a) pressure factor
(cfm/sf)
0.15
0.09
0.06
0.03
b) conditioned floor
area (sf)
2,450
(including unfinished basements)
Estimated House
Infiltration (cfm):
[1ax 1b]
367.5
2. Exhaust Capacity
a) Clothes dryer 135 135 135 135
b) 80% of largest
exhaust
rating (cfm)
240
(not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust
c) 80% of next
largest
exhaust rating
(cfm):
(not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust
Total Exhaust Capacity
(cfm):
[2a+2b+2c]
375
3. Makeup Air Requirement
547) Total Exhaust
Capacity
(from above)
375
b) Estimated House
Infiltration
(from above)
367.5
Makeup Air
Quality (cfm):
[3a‐3b]
7.5
(if value is negative, no makeup air is needed
4. For Makeup Air opening Sizing, refer to Table 501.4.2
A. Use this column if there are other than fan‐assisted or atmospherically venter gas or oil appliances or if there are no combustion appliances.
B. Use this column if there is one fan‐assisted appliance per venting system. Other atmospherically vented appliances may also be included.
C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance.
D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil
Table 501.4.2
Makeup Air Opening Sizing Table for New and Existing Dwelling Units
TYPE OF OPENING
OR SYSTEM
ONE OR MULTIPLE
POWER VENT OR
DIRECT VENT
APPLIANCES OR NO
COMBUSTION
APPLIANCESA
ONE OR MULTIPLE
FAN‐ASSISTED
APPLIANCES AND
POWER VENT OR
DIRECT VENT
APPLIANCESB
ONE
ATMOSPHERICALLY
VENTED GAS OR OIL
APPLIANES OR ONE
SOLID FUEL
APPLIANCEC
MULTIPLE
APPLIANCES THAT
ARE
ATMOSPHERICALLY
VENTED GAS OR OIL
APPLIANCES OR
SOLID FUEL
APPLIANCESD
PASSIVE MAKEUP
AIR OPENING DUCT
DIAMETERE,F,G
(cfm) (cfm) (cfm) (cfm) (inches)
Passive opening 1 – 36 1 –22 1 –15 1 –9 3
Passive opening 37 – 66 23 –41 16 –28 10 –17 4
Passive opening 67 – 109 42 –66 29 –46 18 –28 5
Passive opening 110 ‐ 163 67 –100 47 –69 29 –42 6
Passive opening 164 – 232 101 –143 70 –99 43 –61 7
Passive opening 233 – 317 144 –195 100 –135 62 –83 8
Passive opening
w/motorized
damper
318 – 419 196 – 258 136 – 179 84 – 110 9
Passive opening
w/motorized
damper
420 – 539 259 – 332 180 – 230 111 – 142 10
Passive opening
w/motorized
damper
540 – 679 333 – 419 231 – 290 143 – 179 11
Powered
makeup airH
>679 >419 >290 >179 NA
A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances.
B. Use this column if there is one fan‐assisted appliance per venting system. Other than atmospherically vented appliances may also be included.
C. Use this column if there is on atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance.
D. Use this column if there is multiple atmospherically vented gas or oil appliances using a common vent or I there are atmospherically vented gas or oil appliances
and solid fuel appliances.
E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐degree elbow to
determine the remaining length of straight duct allowable.
F. If flexible duct is used, increase the duct diameter b one inch. Flexible duct shall be stretched with minimal sags.
G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed.
H. Powered makeup air shall be electrically interlocked with the largest exhaust system.
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
16114 Duvane Way
RT Urban Homes
Jason Sohre
jason.sohre@rturban.com
Excavation/construction of single family home
15765
Rob St. Sauver RT Urban Homes
952-292-2419 rob.stsauver@traditiondevelopment.com
U of MN 5/31/2022
R 100001))))))))))))))))))))))))))))))))ooooooooooooooooooooooooooooooooooooooor rrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrr erereereeereeerrrrrrreeeeeererererererrrreerererereeerereereeeerrrrrreeeeeeeeerereerrreosooosooooososoosoosoooososoooosososooossososoososososoosssssssooososoosssssssosooooooosossssssooosssssssosssssssssssssssssion andddd sediment control plan.
e:___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ D 8/9/21
952-567-4459
08/13/21 X
KP