HomeMy WebLinkAboutLA211096 - 18332 Glacier 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:________________________________________ _______________________________
_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
_____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
NAME OF APPLICANT (Please Print)DATE
I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS
APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO
COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH
LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED
PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE
CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE
ESCROW APPLICATION AND REFUND.
OFFICE PHONE #:_
OFFICE PHONE #:_
*Entering your name affirms your intent to comply with the statement above.
*
Submit Application To: permits@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
CONDO
REROOF
RESIDE
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES
LOWER LEVEL FINISH
ADDITION
FOUNDATION ONLY
MISCELLANEOUS
DEMO
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
CITY BUILDING VALUATION: $
BUILDING PERMIT FEES
$PERMIT FEE
$PLAN CHECK
$SURCHARGE
$METRO SAC
$CITY WATER HOOKUP UNIT
$CITY SEWER HOOKUP UNIT
$LANDSCAPE ESCROW
$TREE ESCROW
$MISC ESCROW
$PLUMBING
$MECHANICAL
$SEWER WATER
WATER METER
PRESSURE REDUCING VALVE
$OTHER
$TOTAL
METER SIZE
PRESSURE REDUCING VALVE
SEWER/WATER
SEWER/WATER
FINAL
STREET DRAINTILE
BUILDING INFORMATION
TYPE OF CONSTRUCTION
ZONING
CODE EDITION
FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
MECHANICAL
AIR TEST
FINAL
ROUGH-IN
PLUMBING
FINAL
ROUGH-IN
INSULATION
LATH
DECK FOOTING
FIREPLACE
FOOTING
FOUNDATION
FRAMING
PORCH FRAMING
PORCH FOOTING
POURED WALL
SITE
LOWER LEVEL FINAL
OTHER
DECK FRAMING
LOWER LEVEL FRAMING
LANDSCAPING
DECK FINAL
$
$
ACCESSORY BUILDING
EGRESS WINDOW
UNDERGROUND
MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT 10' - 9 3/8"VINYL BOARD& BATTEN TYP. @ FRONTSEE COLUMN DETAILSHEET A-501ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING TYP.6" SMARTSIDE TRIMTYP. @ FRONT3' - 6"CULTURED STONEW/ CONCRETE CAPADDRESS STONE 6" SMARTSIDE FRIEZE BOARD @ FRONT TYP.6" SMARTSIDE STORY BOARD TYP. @ FRONT4" SMARTSIDE WINDOW & DOOR TRIM TYP @ FRONT7" / 12"4" / 12"8" 12"8" 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/17/2023 12:57:36 PMMADISON SPEC HOMEL2, B3 - GLACIER CREEK 4TH ADD'N18332 GLACIER WAYLAKEVILLE, MN 55044A-201OTT3522.28.23 CB158612289703.14.23 CB3.17.23 CB2.10.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULESA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/06/2023dmathews
24" RETURNS TYP.7" 12"4" 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.7" / 12"6" / 12"8" 12"24" RETURNS TYP.7" 12"6" 12"8" / 12"8" / 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 4:12 & 7:12W/ 6:12 & 8:12 FASCIA LINES TO MATCH8 ROOF VENTS REQUIRED 2 ROOF VENTS REQUIRED7" / 12"7" / 12"6" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/17/2023 12:57:38 PMMADISON SPEC HOMEL2, B3 - GLACIER CREEK 4TH ADD'N18332 GLACIER WAYLAKEVILLE, MN 55044A-202OTT3522.28.23 CB158612289703.14.23 CB3.17.23 CB2.10.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023RIGHT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit.
20' - 6"10' - 0"0' - 2"18' - 6"30' - 6"49' - 0"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4"0' - 4"*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB54 x 54" x 12" CONCRETE FTG.W/ (6) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY1' - 0"5' - 10"1' - 10 3/4"36' - 3 1/4"19' - 4"6' - 10"38' - 2"42' - 0"7' - 0"49' - 0"2' - 0"21' - 6"23' - 6"21' - 6"15' - 10"6' - 10"17' - 7 1/4"3' - 10 3/4"3' - 10 3/4"12' - 9 1/4"3' - 9 1/2"8' - 1 1/2"7' - 0 1/2"23' - 0 1/2"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.6' - 3 1/4"15' - 2 3/4"8' - 3 1/4"14' - 4 3/4"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT TYPICAL 7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY22' - 8"45' - 0"45' - 0"22' - 4"5' - 7"WINDOW4' - 3" M.O.2' - 6"WINDOW4' - 3" M.O.5' - 9"M.O. HEIGHT13 1/2" M.O. HEIGHT13 1/2" :LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE31' - 0"8' - 0"3' - 0"EGRESS WELL4' - 0"8' - 2 1/2"11' - 3 1/2"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY11' - 8 1/4"30' - 3 3/4"4'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.(SITE VERIFY)8' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/17/2023 12:57:38 PMMADISON SPEC HOMEL2, B3 - GLACIER CREEK 4TH ADD'N18332 GLACIER WAYLAKEVILLE, MN 55044A-401OTT3522.28.23 CB158612289703.14.23 CB3.17.23 CB2.10.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UNEXCAVATEDFURNACESUMPW. H.15' - 10"6' - 10"20' - 6"10' - 0"18' - 6"30' - 6"49' - 0"38' - 2"6' - 10"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"1' - 0"5' - 10"BEDROOM #523' - 6"21' - 6"21' - 6"2' - 0"SET SILL 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 19' - 4"5' - 4"12' - 6"52/6 x 6/8R.O. 2' -8" x 6' -11"32/4 x 6/8R.O. 2' -6" x 6' -11"4' VANITYF. D.MECHANICALBATHUNEXCAVATEDFAMILY ROOM9' - 5"3' - 7"CO DET.SMOKEDET.SMOKEDET.45' - 0"42' - 0"INSULATE BETWEEN WALL & SLAB21' - 6"16' - 8"2-2x102-9 1/2" LSLDROPPED2-9 1/2" LSL4' - 6"5' - 10"9' - 0"17' - 10"3' - 8"3' - 8"13' - 0"4' - 0"7' - 4"8' - 0"7' - 3"1' - 11"3-2x6*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 7' - 0"42' - 0"49' - 0"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2x694030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"115036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"62/8 x 6/8R.O. 2' -10" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"R & SH. @ 68"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT TYPICAL 3' x 4' F.G.SHWR W/SURROUND45' - 0"22' - 4"3' - 0"8' - 0"31' - 0"32/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET22' - 8"4' - 0"EGRESS WELL 84010 NVPWGR.O. 4' -0" x 1' -0"H.H. 8' -0 1/2"84010 NVPWGR.O. 4' -0" x 1' -0"H.H. 8' -0 1/2"7' - 10 1/2"6' - 9"7' - 8 1/2"6' - 8"6' - 9"6' - 8"3-2x62-2x102-2x10AIR EX.BEAM POCKET 1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/17/2023 12:57:39 PMMADISON SPEC HOMEL2, B3 - GLACIER CREEK 4TH ADD'N18332 GLACIER WAYLAKEVILLE, MN 55044A-402OTT3522.28.23 CB158612289703.14.23 CB3.17.23 CB2.10.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON3-2x10 (3-8') Dbl Jacks(1-10')(1-10')(3) 9-1/2" LSL @ 8' 3" Min Brg.2x8 Landing(1-10')FAN
42' - 0"7' - 0"OFFICESINKDW95/0 x 6/8 OPG.18' - 6"30' - 6"20' - 6"10' - 0"49' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"11' - 1"7' - 5"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE1216' x 7' O.H. GARAGE DOOR72/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"16' - 0"7' - 0"23' - 0"49' - 0"6' - 0"8' - 11"4' - 1"118' x 7' O.H. GARAGE DOORGARAGE23' - 0"KNEE WALL W/ 14" SPINDLES @ 6' -10" H.H.ABOVE LANDINGR-38 MIN. INSULATIONIN FLOOR ABOVESEE COLUMN DETAILSHEET A-501106/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"2' - 0"21' - 6"38' - 0"7' - 0"4' - 6"6' - 8"30' - 10"24" CANT. ABOVE 9' - 9"13' - 9"12' - 0"6' - 6"4' - 1 1/4"4' - 0"3' - 2"32/4 x 6/8R.O. 2' -6" x 6' -11"36" REFMUDROOMKITCHENDINING0' - 4 1/2" TYP.EQEQ9' - 9"13' - 3"3' - 2 1/2"11' - 5 1/4"6' - 10 1/4"16' - 6"PORCHPED. SINKPANTRY0' - 10"10' - 3"21' - 6"23' - 6"GREAT ROOMFOYER12' - 10"3' - 8"3' - 8"17' - 10"1' - 2"19' - 0"6' - 0"GIRDER TRUSS 2-11 7/8" LVL FLUSH2-11 7/8" LSL 2-2x12 2-2x8 DROPPED 2-2x10 W/2 TRIMMERS 2-9 1/2" LSL2-2x10 2-9 1/2" LSL CONT. W/2 TRIMMERS EA. SIDE2-9 1/2" LSL3 TRIMMERS 2-9 1/2" LSL5' - 11 1/4"6' - 0"6' - 0"5' - 4"6' - 0"2' - 6"5x7 PSL5x7 PSL3-2x6 11' - 2"7' - 10"(5) 16" SH.4' - 0" B.W.P.2' - 8" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.B.W.P.4' - 0"4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.PFH1' - 6"PFH2' - 3"PFH2' - 3"4' - 0" B.W.P.B.W.P.2' - 8"B.W.P.2' - 6"2' - 8" B.W.P.4' - 0" B.W.P.2' - 8" B.W.P.4' - 0" B.W.P.2x620" FLOOR TRUSSESPER MFG. SPACINGGIRDER TRUSSPAINTED CABINETS 12" FLUSH SNACK BARU.C. LIGHT2-2x10 FLUSH5' - 0"6' - 2"2-9 1/2" LSL FLUSH2-2x10 2-2x10 SET FIREPLACE 18"A.F.F. TO F.P. GLASSTILE SURROUND TO MANTEL10"x10" GYP. BD SOFFIT3-2x6KNEE WALL W/14" SPINDLES 4' - 0"6' - 0"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.45' - 0"10' - 4"11' - 8"22' - 0"45' - 0"POWDERCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES147050 NVGER.O. 7' -0" x 5' -0"H.H. 6' -10"104050 NVPWG TEMP.R.O. 4' -0" x 5' -0"H.H. 12' -6 3/4"773650 NVPWG/3620 NVA1TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"722636 NVH1R.O. 2' -6" x 3' -6"H.H. 7' -2"12020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"12020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"63636 NVG1R.O. 3' -6" x 3' -6"H.H. 7' -2"BOTTOM OF WINDOW FRAMED @ 44" A.F.F 1' - 10"4' - 0"1' - 7"3-2x66' - 0"1' - 0"0' - 6"5' - 6"TECH TUBE OVER FIREPLACE83/0 x 6/8 W/ 12" D.S. SL30" GASRANGE W/MICRO ABOVE2' - 8" B.W.P.32/4 x 6/8R.O. 2' -6" x 6' -11"SHALLOW DEPTH CABINET2-2x10 W/2 TRIMMERS 32/4 x 6/8R.O. 2' -6" x 6' -11"6' - 0"16' - 0"CLOSETR & SH.BOTTOM OF WINDOW FRAMED @ 44" A.F.F 5' - 0"3' - 8"55" LINEAR ELEC. F.P.8' - 8"5' - 10"2-2x10 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/17/2023 12:57:40 PMMADISON SPEC HOMEL2, B3 - GLACIER CREEK 4TH ADD'N18332 GLACIER WAYLAKEVILLE, MN 55044A-403OTT3522.28.23 CB158612289703.14.23 CB3.17.23 CB2.10.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON3-2x10 (3-12')(1-14')Dbl Jacks2-2x10 (1-8')(1-8')2-2x10 (1-8')@ 8' - 3" Min. Brg Required(1-10')(2) 11-7/8" LSL @ 16'5-1/4"x9-1/4"@ 12' PSL On Treated Plate5-1/4"x11-1/4"@ 12' PSL On Treated Plate2-2x12 (2-12')(2) 11-7/8" LSL @ 22'Hanger By Truss Supplier2-2x10 (1-10')3-2x10 (3-8')(2-20')(1-10')2x8 Landing2-2x10 (1-10')BWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FAN
LOFT42' - 0"8' - 4 1/8"17' - 11 7/8"8' - 8"7' - 0"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.12' - 0"7' - 0"23' - 0"7'-4" VANITYBEDROOM #4BEDROOM #3CLOSETCLOSETBATHEN SUITEOWNER'S SUITEBOX VAULT32/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8R.O. 2' -6" x 6' -11"40' - 0"36' - 6"1' - 6"2' - 0"40' - 0"17' - 10"3' - 8"3' - 8"14' - 10"4' - 6"5' - 10"31' - 8"52/6 x 6/8R.O. 2' -8" x 6' -11"2-2x102-2x102-9 1/2" LSL W/2 TRIMMERS 2-2x102-2x10 W/ 2 TRIMMERS 2-2x102-2x102-2x1042' - 0"11' - 0"8' - 8 1/4"16' - 9 3/4"6' - 0"6' - 0"3' - 5"3' - 7"2' - 6"20' - 6"21' - 6"18' - 6"KNEE WALL W/14" SPINDLES 11' - 2"3' - 0 1/4"5' - 2 3/4"3' - 4"8' - 9"5' - 0"6' - 5"5' - 3 1/4"3' - 1 3/4"3' - 10"4' - 1"4' - 0"2' - 4"7' - 5"15' - 4"3' - 4"9' - 10"3' - 8"9' - 10"12' - 2"2' - 7"3' - 9"11' - 5"5' - 11"6' - 2"GLASS PANEL 3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.SMOKEDET.9' - 10"7' - 6"9' - 4"5' - 0"52/6 x 6/8R.O. 2' -8" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"R & SH. @ 68"32/4 x 6/8R.O. 2' -6" x 6' -11"5' TUB/SHWR(5) 16" SH.60" F.G. BASEW/ C.T. WALLS22/4 SHWR DR.0' - 6"3'x5' TUBSOAKING (1) SHAMPOO SHELFR & SH. @ 68"R & SH. @ 68"R & SH. @ 68"SMOKEDET.BEDROOM #23' - 0" B.W.P.2x62-2x103-2x6GIRDER TRUSS3-2x6CLOSETLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES158050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"136020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"43040 NVPWG TEMP.R.O. 3' -0" x 4' -0"H.H. 6' -10"33030 NVG1 TEMP.R.O. 3' -0" x 3' -0"H.H. 6' -10"125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"53040E NVC1R.O. 3' -0" x 4' -0"H.H. 6' -10"63636 NVG1R.O. 3' -6" x 3' -6"H.H. 6' -10"62/8 x 6/8R.O. 2' -10" x 6' -11"6' VANITY.ATTICACCESS62/8 x 6/8R.O. 2' -10" x 6' -11"HALF WALL1'-6" LINEN3' - 10"9' - 4"12/0 x 6/8R.O. 2' -2" x 6' -11"2x6R & SH.52/6 x 6/8R.O. 2' -8" x 6' -11"5' - 0 1/4"6' - 3"6' - 5"32/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8R.O. 2' -6" x 6' -11"11' - 8 1/4"2' - 6"2' - 0"SMOKEDET.42/4 x 6/8 OPG.HALLTYP.2' - 0"2x6125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"DRYERWASHERSINKTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/17/2023 12:57:41 PMMADISON SPEC HOMEL2, B3 - GLACIER CREEK 4TH ADD'N18332 GLACIER WAYLAKEVILLE, MN 55044A-404OTT3522.28.23 CB158612289703.14.23 CB3.17.23 CB2.10.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON1/4" = 1'-0"A-4041UPPER FLOOR PLAN(1-18')(1-8')(1-12')(1-8')(1-12')(1-8')(1-8')(1-12')(1-14')-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFANFAN
1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/17/2023 12:57:42 PMMADISON SPEC HOMEL2, B3 - GLACIER CREEK 4TH ADD'N18332 GLACIER WAYLAKEVILLE, MN 55044A-501OTT3522.28.23 CB158612289703.14.23 CB3.17.23 CB2.10.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON1/2" = 1'-0"A-5012TYP. COLUMNWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2020 NVFA1 2' - 0" 2' - 0" 8' - 0"2 VECTOR ENVISION SERIES 1 2636 NVH1 2' - 6" 3' - 6" 7' - 2"3 VECTOR ENVISION SERIES 1 3030 NVG1 TEMP. 3' - 0" 3' - 0" 6' - 10"4 VECTOR ENVISION SERIES 1 3040 NVPWG TEMP. 3' - 0" 4' - 0" 6' - 10"5 VECTOR ENVISION SERIES 1 3040E NVC1 3' - 0" 4' - 0" 6' - 10"6 VECTOR ENVISION SERIES 2 3636 NVG1 3' - 6" 3' - 6" VARIES7 VECTOR ENVISION SERIES 3 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"8 VECTOR ENVISION SERIES 2 4010 NVPWG 4' - 0" 1' - 0" 8' - 0 1/2"9 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"10 VECTOR ENVISION SERIES 1 4050 NVPWG TEMP. 4' - 0" 5' - 0" 12' - 6 3/4"11 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"12 VECTOR ENVISION SERIES 3 5040E NVG1 5' - 0" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 7050 NVGE 7' - 0" 5' - 0" 6' - 10"15 VECTOR ENVISION SERIES 1 8050E NVGE 8' - 0" 5' - 0" 6' - 10"3/8" = 1'-0"A-5013TYP. WALL SECTIONROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREA PLATE HEIGHT COMMENTSLOWER FLOOR CLOSET 35 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 148 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 624 SF 8' - 2" .LOWER FLOOR STAIRS CARPET 57 SF 8' - 2"LOWER FLOOR MECHANICAL UNFINISHED 131 SF 8' - 2" MECHANICALS MAY VERYLOWER FLOOR BATH VINYL 48 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 125 SF 9' - 1 1/8" .MAIN FLOOR STAIRS CARPET 72 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 644 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR PORCH CONCRETE 111 SF 9' - 1 1/8" .MAIN FLOOR MUDROOM LVT 30 SF 9' - 1 1/8" .MAIN FLOOR POWDER LVT 29 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LVT 180 SF 9' - 1 1/8" .MAIN FLOOR DINING LVT 190 SF 9' - 1 1/8" .MAIN FLOOR PANTRY LVT 37 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM LVT 259 SF 9' - 1 1/8" .MAIN FLOOR FOYER LVT 159 SF 9' - 1 1/8" .MAIN FLOOR CLOSET LVT 31 SF 9' - 1 1/8"UPPER FLOOR LOFT CARPET 167 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 144 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 131 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 24 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 24 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 250 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 71 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 133 SF 8' - 1 1/8"UPPER FLOOR EN SUITE LVT 143 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 60 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 59 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/0 x 6/8 1 2' - 2" 6' - 11"2 2/4 SHWR DR. 13 2/4 x 6/8 10 2' - 6" 6' - 11"4 2/4 x 6/8 OPG. 15 2/6 x 6/8 4 2' - 8" 6' - 11"6 2/8 x 6/8 5 2' - 10" 6' - 11"7 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"8 3/0 x 6/8 W/ 12" D.S. SL 19 5/0 x 6/8 OPG. 110 6/0 x 6/8 SLIDER 1 6' - 0" 6' - 8"11 8' x 7' O.H. GARAGE DOOR 112 16' x 7' O.H. GARAGE DOOR 13" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:
6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATION1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)ANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS0' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/17/2023 12:57:43 PMMADISON SPEC HOMEL2, B3 - GLACIER CREEK 4TH ADD'N18332 GLACIER WAYLAKEVILLE, MN 55044A-502OTT3522.28.23 CB158612289703.14.23 CB3.17.23 CB2.10.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5024TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5025BEARING WALL SECTION3/8" = 1'-0"A-5026METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5027GARAGE CEILING
START 18"@ 24" O.C.BEAM BELOW BY OTHERS3-PLY 9-1/2" LSLOPEN FOR STAIRSH.F. STAIR OPENINGPER REQ. R.O.TO SUIT BY OTHERSLOADED FOR TILE & SOLID SURFACES(2)2X6 STACKED VERTICAL RIBBON(2)2X10 BY OTHERS(2)2X10 BY OTHERSLF01LF02LF03F02AF02AF02F02LF04LF07LF05LF06F03(5)F04(5)F01(5)F01A(6)2-00-0021-06-0021-06-0045-00-006-10-0038-02-0045-00-0010-00-0020-06-0018-06-0049-00-007-00-0042-00-0049-00-005-07-004-03-002-06-004-03-005-09-0017-10-003-08-003-08-0013-00-004-06-00 5-10-0011-04-004-084-002-082-00-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-11-0815-10-0022-08-0019401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642
3517879ONE TEN TEN3517879JOB #:SCALE:DRAWNBY:DATE:05/02/2023PAUL BONHAM1/4" = 1'-0"MADISON SPEC18332 GLACIER WAYLAKEVILLE, MNADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRST SOURCECOMPONENTS ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATEFOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:PAUL BONHAM @507-345-3070SET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTPAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTSTRONGBACK DETAIL2x6 STRONGBACKNOTE:CONTINUOUS HORIZONTAL 2x6 STRONGBACKS(ON EDGE) AT APPROXIMATELY 10' SPACINGATTACHED TO EACH TRUSS WITH (3)10d NAILS2x6 STRONGBACK MAY BE LOCATED @ THEBOTTOM CHORD, TOP CHORD, OR CHASE(2) 3" WOOD SCREWSPER CHORD - NO VERTICALREQUIREDFloorTrussPlacementPlan18" DEEP @ 24" O.C.40-10-5 LOADING1/2 DEDUCT PER ENDDIMENSIONS TO EXTERIOR OF BLOCK OR SHEATHINGFLOORTRUSSESSUPPORTINGTILEFLOORINGMaximum truss spacing shall be 16" o.c. per ANSI A108/ANSI A118/136.Perpendicular blocking installed at 16" o.c. maximum shallbe permitted inlieu of the 16" o.c. truss spacing.
START 20"@ 24" O.C.FLUSH 2-PLY 9-1/2" LSLBY OTHERSOPEN FOR STAIRSH.F. STAIR OPENINGPER REQ. R.O.TO SUIT BY OTHERSFLUSH 2-2X10BY OTHERS1-1/2" DROP FOR SHOWERFLUSH 2-PLY 11-7/8" BY OTHERSHHUS48(12)THAC422LUS410(4)T02GL20F20AF20AF22F22L22L25F24F21GSF1F20(6)F21(4)F22A(3)F25(5)F23(3)F20B(3)2-00-0021-06-0021-06-0045-00-007-00-0038-00-0045-00-0010-00-0020-06-0018-06-0049-00-007-00-0042-00-0049-00-0017-10-003-08-003-08-0012-10-002-00-0012-00-006-06-0011-02-007-10-002-00-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-05-126-042-00-002-00-002-00-002-00-001-11-082-00-002-00-002-01-121-10-042-00-002-00-0019401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642JOB #:SCALE:DRAWNBY:DATE:ADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRST SOURCECOMPONENTS ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATEFOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:PAUL BONHAM @507-345-3070SET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTPAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTSTRONGBACK DETAIL2x6 STRONGBACKNOTE:CONTINUOUS HORIZONTAL 2x6 STRONGBACKS(ON EDGE) AT APPROXIMATELY 10' SPACINGATTACHED TO EACH TRUSS WITH (3)10d NAILS2x6 STRONGBACK MAY BE LOCATED @ THEBOTTOM CHORD, TOP CHORD, OR CHASE(2) 3" WOOD SCREWSPER CHORD - NO VERTICALREQUIREDFLOORTRUSSESSUPPORTINGTILEFLOORINGMaximum truss spacing shall be 16" o.c. per ANSI A108/ANSI A118/136.Perpendicular blocking installed at 16" o.c. maximum shallbe permitted inlieu of the 16" o.c. truss spacing.FloorTrussPlacementPlan20" DEEP @ 24" O.C.40-10-5 LOADING1/2 DEDUCT PER ENDDIMENSIONS TO EXTERIOR OF BLOCK OR SHEATHINGONE TEN TENMADISON SPEC18332 GLACIER WAYLAKEVILLE, MN35178911/4" = 1'-0"PAUL BONHAM05/02/20233517891
BEAM BELOW BY OTHERSH.F. EYEBROW TO SUIT BY OTHERSLEDGER & CONNECTION BY OTHERSLOWER WALL PLATE12" VERTICAL RAISE12" VERTICAL RAISERIDGE 7:12 PITCH, 7-9/16" HEELRIDGE 8:12 PITCH, 9-1/16" HEEL6:12 PITCHRIDGE 8:12 PITCH, 9-15/16" HEEL4:12 PITCHOVERHANGS DEDUCTED 1-1/2" FOR 2X FASCIAMUS26(2)TBE6HUS26(9)LG02T02GT02SGEH02GEJ02GEJ02BEJ02ACG02EJ02CT04GET05SGET05GT01GET06SGET06T06T06BT06GEEJ02CM03SGEEJ02DEJ02EV05AV05BV05CV05DEJ02(3)T06(6)T06A(3)T06B(3)T06C(5)M03(5)M03A(4)T02(3)2-00-0021-06-0021-06-0045-00-005-00-0040-00-0045-00-0010-00-0020-06-006-06-0012-00-0049-00-007-00-0042-00-0049-00-002-00-0010-08-042-00-006-006-002-00-0013-00-082-00-002-00-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-11-085-11-041-06-002-00-089-041-08-002-00-002-00-1215-00-0019401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642JOB #:SCALE:DRAWNBY:DATE:1/4" = 1'-0"ADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRST SOURCECOMPONENTS ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATEFOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:PAUL BONHAM @507-345-3070SET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTFUR UP PURLIN OR TRUSSROOF SHEATHINGTOP OF PURLINS OR FUR UP TRUSS TO BEFLUSH WITH FACE OF GIRDER TRUSSFUR UP DETAILGIRDER TRUSS (PLYS VARY)(GIRDER TOP CHORD STEP DOWN)PURLINS / FUR UP TRUSSFALSE GABLERUN ROOF SHTG.FALSE GABLE VALLEY SETONE TEN TENMADISON SPEC18332 GLACIER WAYLAKEVILLE, MN35178951/4" = 1'-0"PAUL BONHAM05/02/20233517895RoofTrussPlacementPlan4:12 PITCH, 4-7/16" HEEL7:12 PTICH, 7-7/16" HEEL8:12 PITCH, 10-7/16" HEEL24" O.C., 18" O.H.7:12 PITCH, 7-9/16" HEEL8:12 PITCH, 9-1/16" HEEL24" O.C., 18" O.H.35-10-10 LOADING1/2" HOLD BACK FOR WINDWASHDIMENSION TO EXTERIOR OF SHEATHING
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-15 X
R-20 X
R-20 X
R-20 X
R-49 X
R-49 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:
90,000 Capacity
in Gallons:
Other, describe:
AFUE or
HSPF%
93
Cfm's
" round duct OR
" metal duct
Not required per mech. code
X Passive
Low: Other, describe:
X Low:
Location of fan(s), describe: Cfm's
X " round duct OR 6" flex
" metal duct
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
3
Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.3/3/2023
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
One Ten Ten Homes, LLC
MN License Number
Lakeville18332 Glacier Way
BC730925
Mechanical room
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
66603
Heating Gain Cooling Load
86
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
Rim Joist (2nd Floor+)
0.28
Appliances
THERMAL ENVELOPE
Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade
RADON CONTROL SYSTEM
Non or Not Applicable Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply
Mineral Fiberboard Insulation Location
Foam, Closed Cell0.21
Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall
R-value
Average U-Factor (excludes skylights and one door ) U:
Duct system air tightness: Building envelope air tightness:
Rim Joist (1st Floor)
GPVL5000L 13ACX036P Model
Heating System
Natural Gas
Lennox
Location of duct or system:
Heating or Cooling Ducts Outside Conditioned Spaces
Electric
Make-up Air Select a Type
AO Smith
Domestic Water
Heater
MECHANICAL SYSTEMS
Rating or Size
Efficiency
13
172
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):
36255Residential Load Calculation
SEER
/EER
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Capacity continuous ventilation rate in cfms:
ML19307016C
Heating Loss
Manufacturer Lennox
Natural Gas
Output
in Tons:
350
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.
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 T raining: ________________________ 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 i nto 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
* If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to
erosion@lakevillemn.gov
“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 const ruction 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)
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