HomeMy WebLinkAboutLA204676 - 7027 182nd St W 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
7/11/22
DM
St W
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:
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"VINYL SHAKES TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAP SIDING @ FRONT TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILDETAIL SHEET A-501ADDRESS STONE4" SMARTSIDE TRIM @ WINDOWS & DOORSTYP. @ FRONT6" SMARTSIDE STORYBOARD8" 12"VINYL BOARD& BATTEN TYP.7" / 12"3' - 6"5' - 0"7" / 12"ARCHED TRIMARCHED TRIMARCHED TRIMGARAGE PLATE HEIGHT10' - 9 3/8"42040 NVPWGR.O. 2' -0" x 4' -0"H.H. 9' -8 19/32"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 HEREIN WERE 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 CHECKALL 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.DATESQUARE 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 202 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:6/15/2022 8:05:22 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-201OTT3106.14.22 TP175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULESA-502 DETAILSA-503 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode07/26/2022dmathews
24" RETURNS TYP.8" / 12"8" / 12"7" 12"24" RETURNS TYP.7" 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR7" / 12"8" 12"8" 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:128 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 2 ROOF VENTSREQUIRED@ GARAGE 8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"STANDARD ENERGY HEELS @ 7:12W/ 8:12 TO MATCH FASCIA LINE7" / 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 HEREIN WERE 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 CHECKALL 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.DATESQUARE 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 202 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:6/15/2022 8:05:23 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-202OTT3106.14.22 TP175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022LEFT ELEVATION1/8" = 1'-0"A-2023REAR ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit.
11' - 10"2' - 0"0' - 2"18' - 10"31' - 2"2' - 1 1/2"8' - 3" M.O.2' - 5"16' - 3" M.O.2' - 1 1/2"10' - 0"15' - 0"17' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL 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.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB11' - 8"8' - 0"21' - 6"6' - 0"50' - 0"42' - 2"7' - 10"2' - 0"5' - 10"36' - 2"6' - 0"19' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"4' - 7"7' - 2"0' - 9 1/2"6' - 7"22' - 10 1/2"22' - 4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATIONANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT22' - 6"27' - 6"50' - 0"3' - 9"6' - 1":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE9' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT8' - 0"42' - 0"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY, BOTH SIDES.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY50' - 0"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING22' - 4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE: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.50' - 0"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAYSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.13' - 10"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY3' - 9 1/4"13' - 2 3/4"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTTHE 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 HEREIN WERE 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 CHECKALL 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.DATESQUARE 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 202 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:6/15/2022 8:05:23 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-401OTT3106.14.22 TP175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.BATHMECHANICAL/STORAGE11' - 10"2' - 0"0' - 2"18' - 10"31' - 2"42' - 2"7' - 10"2' - 1 1/2"8' - 3" M.O.2' - 5"16' - 3" M.O.2' - 1 1/2"2' - 0"5' - 10"36' - 2"6' - 0"12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED10' - 0"15' - 0"17' - 0"22' - 6"27' - 6"6' - 0"21' - 6"62/8 x 6/8R.O. 2' -10" x 6' -11"SET SILL 6" ABOVE TRT'D PLATE20' - 0"16' - 2"4' - 2"2' - 5"15' - 9"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.5' - 0"5' - 10"8' - 10"3-14" FLUSH LVL24" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE/ SHEATHING,NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABBEDROOM #518' - 10 3/4"10' - 1 1/4"1' - 9"11' - 3"4' VANITY2x6CO DET.SMOKEDET.CO DET.FAMILY ROOM6' - 8"4' - 2"KNEE WALL W/ PAINTED SPINDLESFLOOR GIRDER2-2x102-2x1022' - 4"11' - 8"8' - 0"19' - 8"50' - 0"50' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x10ANCHOR BOLTS ON EACH SIDE OF BEARING POINT9' - 10"AIR EX.2-2x10 FLUSH22' - 4"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING42' - 0"8' - 0"50' - 0"4-2x64-2x684030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"9' - 0"8' - 0"7' - 6"7' - 6"4' - 3"5' - 9"158040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"CS-WSP3' - 3" B.W.PCS-WSP2' - 8" B.W.PCS-WSP2' - 8" B.W.PCS-WSP5' - 0" B.W.PCS-WSP4' - 0" B.W.P2-11 7/8" LSL W/3 TRIMMERS ES. SIDE 3-11 7/8" LSL W/3 TRIMMERS EA. SIDE 2-9 1/2" LSL48" F.G. SHWR42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET #5SMOKEDET.R & SH. @ 65"2' LINEN50' - 0"13' - 10"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 NOTES39' - 0" (BRACED WALL LINE SPACING)146/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"104040E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"104040E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"3' - 5"2' - 7"3' - 5"2' - 7"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.12/4 x 6/8R.O. 2' -6" x 6' -11"2-2x10FLOOR GIRDER2-2x10ANCHOR BOLTS ON EACH SIDE OF BEARING POINT1/4" = 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 HEREIN WERE 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 CHECKALL 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.DATESQUARE 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 202 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:6/15/2022 8:05:24 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-402OTT3106.14.22 TP175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL
UP 17RDN 16RDN 3RDN 3R42' - 0"8' - 0"42' - 0"8' - 0"36" REFKITCHENDINING ROOMGREAT ROOM8" BOX VAULTFOYERSINKDWPORCH6' - 0"36' - 0"6' - 0"2' - 0"114/0 x 6/8 FULL VIEWR.O. 4' -2" x 6' -11"18' - 10"31' - 2"11' - 6"7' - 4"2' - 3"16' - 0"2' - 8"8' - 0"2' - 3"0' - 5"10' - 3"0' - 10"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1616' x 8' O.H. GARAGE DOORTYP.0' - 4 1/2"POWDER16" SH.103/0 x 6/8 W/ 12" D.S. SL'S4' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"3' - 7"4' - 3"50' - 0"50' - 0"6' - 0"21' - 6"17' - 0"15' - 0"10' - 0"22' - 0"3' VANITYGARAGE2' - 0"20' - 8"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"4' - 0"4' - 6"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"KNEE WALL W/ PAINTED SPINDLESRECYCLE@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 11 5/8"10' - 0 1/4"3' - 0 1/8"2' - 7"3' - 5"DOUBLE FRAMEDWALL FORREF RECESS 39"x73"U.C. LIGHT9' - 0"8' - 0"7' - 6"7' - 6"2' - 3"7' - 9"3' - 6"10' - 0"5' - 3"3' - 3"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 10"0' - 10"30' - 4"6' - 9"5' - 0"3' - 6"6' - 9"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-5012-2x10 CONT.2-2x103-14" LVL FLUSH2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x102-9 1/2" LSL DROPPED 2-7 1/4" LSL CONTINUOUS DROPPED2-2x10 W/2 TRIMMERS3-2x6STAGGEREDUPPERS7' - 10"3-20" LVL 2' - 7"3' - 5"END PANELOVEN /MICRO9' - 6"4' - 1 3/4"3' - 6"5' - 6"83/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"EQEQ2' - 1"MECHANICALCHASE 2-2x102-2x12 CONT.3-2x103-2x102-2x10ATTICACCESSCS-WSP6' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP2' - 9" B.W.P.5x5 PSL4-2x6CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.WALL ABOVE BEARING ONFLOOR TRUSSES3-2x62-2x102-2x10 W/2 TRIMMERS3-2x103-2x102' - 0"5x5 PSL2' - 10"3' - 8"2' - 6"36" GAS COOKTOP W/WOOD HOODABOVE12" SH.2-2x10 FLUSHCS-WSP2' - 8" B.W.P.22' - 6"27' - 6"FLOOR GIRDER10' - 0"CS-WSP4' - 0" B.W.P.R & SH. @ 65"12/4 x 6/8R.O. 2' -6" x 6' -11"U.C. LIGHTU.C. LIGHT72/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"20" FLOOR TRUSSESPER MFG. SPACING5' - 10"5' - 0"20" FLOOR TRUSSESPER MFG. SPACING13' - 0"16' - 2"4' - 6"20" FLOOR TRUSSESPER MFG. SPACINGMFG. 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 NOTESHHUS485x5 PSL63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"114050E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"114050E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"146050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"94040 NVPWG TEMP.R.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"12016 NVPWGR.O. 2' -0" x 1' -6"H.H. 8' -0"12016 NVPWGR.O. 2' -0" x 1' -6"H.H. 8' -0"PANTRY63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"93/0 x 6/8 OPG.30" PANTRYMUD RM.12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"11' - 0"2' - 0"BUILT-INBUILT-IN36" GAS FIREPLACE SET FIREPLACE 12" OFF FINISHED FLOOR W/ TILE SURROUND 158' x 8' O.H. GARAGE DOOR2-14" LVL FLUSH2-14" LVL FLUSH 50' - 0"50' - 0"0' - 5"5' - 7"HHUS410TAPERED END CUT ALLOWED 2-2x10 W/2 TRIMMERS46' - 0" (BRACED WALL LINE SPACING)43' - 0" (BRACED WALL LINE SPACING)43' - 0" (BRACED WALL LINE SPACING)46' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 3" B.W.P.CS-PF1' - 6" B.W.P.CS-PF1' - 6" B.W.P.OFFICE53016 NVFA1R.O. 3' -0" x 1' -6"H.H. 6' -10"1' - 2"5' - 0"CS-WSP2' - 8" B.W.P.PFH2' - 3"PFH2' - 3"PFH2' - 8"1' - 9"4' - 0"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"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 HEREIN WERE 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 CHECKALL 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.DATESQUARE 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 202 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:6/15/2022 8:05:26 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-403OTT3106.14.22 TP175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODELBWPsAboveBWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FAN
DN 17RBEDROOM #4BATHBEDROOM #3OWNER'S SUITE12" BOX VAULTHALLOWNER'SBATH7'-6" VANITYCLOSETDBL. R & SH.BEDROOM #215' - 6"9' - 0"17' - 6"17' - 0"15' - 0"10' - 0"42' - 0" (BRACED WALL LINE SPACING)42' - 0" (BRACED WALL LINE SPACING)32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' LINEN3' VANITY3' VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"LAUNDRYCLOSETCLOSET #1TILESHOWER42" WALL W/GLASS PANEL ABOVE7' - 9"7' - 9"4' - 6"4' - 6"8' - 9"8' - 9"20' - 0"20' - 0"CONTROLS5' - 6 1/8"7' - 0 7/8"4' - 5"7' - 6"7' - 6"40' - 0"6' - 0"11' - 0 1/4"28' - 11 3/4"16' - 0"4' - 0"4' - 0"16' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 8"6' - 8 1/4"8' - 1 3/4"6' - 1 3/4"10' - 4 1/4"9' - 7"5' - 6 3/4"1' - 4"8' - 4 1/2"3' - 7 3/4"8' - 1"5' - 5"13' - 7"2' - 6"3' - 8"6' - 3"5' - 4"2' - 8"12' - 0"10' - 2 1/4"6' - 0"9' - 1 3/4"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS2-2x102-9 1/2" LSLW/ 2 TRIMMERS2-2x6 EA. SIDEKNEE WALL W/ PAINTED SPINDLESR & SH. @ 48"22/4 x 6/8 OPG.52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"3' VANITY48" F.G. SHWR42/6 x 6/8R.O. 2' -8" x 6' -11"2x6BATHTYP.2' - 0"2-2x102-2x102-2x102-2x10SMOKEDET.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.3-2x102' - 0"3' - 3"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.6' - 0"40' - 0"46' - 0"46' - 0"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 NOTES125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"74020 NVFA1 TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"32036 NVC1R.O. 2' -0" x 3' -6"H.H. 6' -10"136020 NVA3R.O. 6' -0" x 2' -0"H.H. 6' -10"52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' - 4"2' - 2"2' - 7"2' - 0"6' - 0"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"DRYERWASHERSINK2' - 8"CURBHEAD2x6DOUBLE FRAME PLUMBING WALLACCENT WALL2' LINEN22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"6' FREESTANDING TUB168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"136/0 x 6/8R.O. 6' -2" x 6' -11"5' - 8"7' - 8"2' - 8"1'-6" LINEN2-2x103' - 3"41' - 0" (BRACED WALL LINE SPACING)41' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.5' TUB/SHWRCORNER SEAT(2) SHAMPOO SHELVES 125/0 x 6/8R.O. 5' -2" x 6' -11"DBL. R & SH.DBL. R & SH.R & SH. @ 65"2x612/4 x 6/8R.O. 2' -6" x 6' -11"2' - 0"2' - 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 HEREIN WERE 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 CHECKALL 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.DATESQUARE 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 202 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:6/15/2022 8:05:27 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-404OTT3106.14.22 TP175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
WATCH 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 WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 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 INSULATIONALL 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 TRUSS1' - 6"2x4 @ BOTTOM1x3 TYP.2x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFITFRONTSIDETOP VIEW1' - 6"1' - 6"FRAMING4x4 POST1' - 6"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 HEREIN WERE 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 CHECKALL 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.DATESQUARE 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 202 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:6/15/2022 8:05:28 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-501OTT3106.14.22 TP175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODELWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2016 NVPWG 2' - 0" 1' - 6" 8' - 0"2 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 1 2036 NVC1 2' - 0" 3' - 6" 6' - 10"4 VECTOR ENVISION SERIES 1 2040 NVPWG 2' - 0" 4' - 0" 9' - 8 19/32"5 VECTOR ENVISION SERIES 1 3016 NVFA1 3' - 0" 1' - 6" 6' - 10"6 VECTOR ENVISION SERIES 6 3650 NVPWG/3620 NVFA TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"7 VECTOR ENVISION SERIES 1 4020 NVFA1 TEMP. 4' - 0" 2' - 0" 6' - 10"8 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"9 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 11 1/8"10 VECTOR ENVISION SERIES 2 4040E NVG1 4' - 0" 5' - 0" 6' - 10"11 VECTOR ENVISION SERIES 2 4050E NVG1 4' - 0" 5' - 0" 6' - 10"12 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 6020 NVA3 6' - 0" 2' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 6050E NVG1 6' - 0" 5' - 0" 6' - 10"15 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"16 VECTOR ENVISION SERIES 3 8050E NVGE 8' - 0" 5' - 0" 6' - 10"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILINGROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOORING AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL /STORAGE . 218 SF 8' - 2" MECHANICALS MY VARYLOWER FLOOR BEDROOM #5 CARPET 175 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 539 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR CLOSET #5 CARPET 57 SF 8' - 2"LOWER FLOOR BATH VINYL 50 SF 8' - 2" .MAIN FLOOR GARAGE 641 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8"MAIN FLOOR STAIRS CARPET 83 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 76 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 267 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 183 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 239 SF 9' - 1 1/8" 8" BOX VAULTMAIN FLOOR FOYER WOOD 131 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 30 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 196 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 212 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 256 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 161 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 29 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #1 CARPET 67 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY LVT 59 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 165 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 110 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 50 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 82 2/4 x 6/8 OPG. 13 2/4 x 6/8 PKT 4' - 10" 6' - 11" 44 2/6 x 6/8 2' - 8" 6' - 11" 55 2/6 x 6/8 PKT 5' - 2" 6' - 11" 26 2/8 x 6/8 2' - 10" 6' - 11" 27 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 18 3/0 x 6/8 FULL VIEW 3' - 1" 6' - 8" 19 3/0 x 6/8 OPG. 110 3/0 x 6/8 W/ 12" D.S. SL'S 111 4/0 x 6/8 FULL VIEW 4' - 2" 6' - 11" 112 5/0 x 6/8 5' - 2" 6' - 11" 113 6/0 x 6/8 6' - 2" 6' - 11" 114 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 115 8' x 8' O.H. GARAGE DOOR 116 16' x 8' O.H. GARAGE DOOR 11/2" = 1'-0"A-5011TYPICAL COLUMN
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 SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN 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 FOOTINGSANCHOR 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 WHEN REQUIRED BY CODE)VERIFY 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 FOUNDATIONTHE 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 HEREIN WERE 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 CHECKALL 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.DATESQUARE 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 202 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:6/15/2022 8:05:29 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-502OTT3106.14.22 TP175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL1/2" = 1'-0"A-5021TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5022TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5027TYP. HOUSE/STOOP WALL3" 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:
FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" 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).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN 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 PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN 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 PORTALTHE 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 HEREIN WERE 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 CHECKALL 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.DATESQUARE 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 202 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:6/15/2022 8:05:29 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-503OTT3106.14.22 TP175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL3/8" = 1'-0"A-5031METHOD CS-PF3/8" = 1'-0"A-5032METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS
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"VINYL SHAKES TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAP SIDING @ FRONT TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILDETAIL SHEET A-501ADDRESS STONE4" SMARTSIDE TRIM @ WINDOWS & DOORSTYP. @ FRONT6" SMARTSIDE STORYBOARD8" 12"VINYL BOARD& BATTEN TYP.7" / 12"3' - 6"5' - 0"7" / 12"ARCHED TRIMARCHED TRIMARCHED TRIMGARAGE PLATE HEIGHT10' - 9 3/8"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 HEREIN WERE 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 CHECKALL 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.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE 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 202 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:4/8/2022 10:51:05 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-201OTT310175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULESA-502 DETAILSA-503 DETAILS
24" RETURNS TYP.8" / 12"8" / 12"7" 12"24" RETURNS TYP.7" 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR7" / 12"8" 12"8" 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:128 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 2 ROOF VENTSREQUIRED@ GARAGE 8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"STANDARD ENERGY HEELS @ 7:12W/ 8:12 TO MATCH FASCIA LINE7" / 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 HEREIN WERE 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 CHECKALL 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.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE 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 202 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:4/8/2022 10:51:07 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-202OTT310175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022LEFT ELEVATION1/8" = 1'-0"A-2023REAR ELEVATION1/8" = 1'-0"A-2024ROOF PLAN
11' - 10"2' - 0"0' - 2"18' - 10"31' - 2"2' - 1 1/2"8' - 3" M.O.2' - 5"16' - 3" M.O.2' - 1 1/2"10' - 0"15' - 0"17' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL 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.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB11' - 8"8' - 0"21' - 6"6' - 0"50' - 0"42' - 2"7' - 10"2' - 0"5' - 10"36' - 2"6' - 0"19' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"4' - 7"7' - 2"0' - 9 1/2"6' - 7"22' - 10 1/2"22' - 4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATIONANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT22' - 6"27' - 6"50' - 0"3' - 9"6' - 1":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE9' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT8' - 0"42' - 0"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY, BOTH SIDES.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY50' - 0"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING22' - 4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE: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.50' - 0"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAYSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.13' - 10"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.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 HEREIN WERE 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 CHECKALL 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.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE 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 202 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:4/8/2022 10:51:07 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-401OTT310175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-4011FOUNDATION PLAN
UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.BATHMECHANICAL/STORAGE11' - 10"2' - 0"0' - 2"18' - 10"31' - 2"42' - 2"7' - 10"2' - 1 1/2"8' - 3" M.O.2' - 5"16' - 3" M.O.2' - 1 1/2"2' - 0"5' - 10"36' - 2"6' - 0"12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED10' - 0"15' - 0"17' - 0"22' - 6"27' - 6"6' - 0"21' - 6"62/8 x 6/8R.O. 2' -10" x 6' -11"SET SILL 6" ABOVE TRT'D PLATE20' - 0"16' - 2"4' - 2"2' - 5"15' - 9"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.5' - 0"5' - 10"8' - 10"3-14" FLUSH LVL24" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE/ SHEATHING,NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABBEDROOM #518' - 10 3/4"10' - 1 1/4"1' - 9"11' - 3"4' VANITY2x6CO DET.SMOKEDET.CO DET.FAMILY ROOM6' - 8"4' - 2"KNEE WALL W/ PAINTED SPINDLESFLOOR GIRDER2-2x102-2x1022' - 4"11' - 8"8' - 0"19' - 8"50' - 0"50' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x10ANCHOR BOLTS ON EACH SIDE OF BEARING POINT9' - 10"AIR EX.2-2x10 FLUSH22' - 4"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING42' - 0"8' - 0"50' - 0"4-2x64-2x684030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"9' - 0"8' - 0"7' - 6"7' - 6"4' - 3"5' - 9"158040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"CS-WSP3' - 3" B.W.PCS-WSP2' - 8" B.W.PCS-WSP2' - 8" B.W.PCS-WSP5' - 0" B.W.PCS-WSP4' - 0" B.W.P2-11 7/8" LSL W/3 TRIMMERS ES. SIDE 2-11 7/8" LSL W/3 TRIMMERS ES. SIDE 2-9 1/2" LSL48" F.G. SHWR42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET #5SMOKEDET.R & SH. @ 65"2' LINEN50' - 0"13' - 10"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 NOTES39' - 0" (BRACED WALL LINE SPACING)146/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"104040E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"104040E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"3' - 5"2' - 7"3' - 5"2' - 7"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.12/4 x 6/8R.O. 2' -6" x 6' -11"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 HEREIN WERE 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 CHECKALL 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.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE 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 202 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:4/8/2022 10:51:08 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-402OTT310175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODELHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x102-2x103-11 7/8" LSL
UP 17RDN 16RDN 3RDN 3R42' - 0"8' - 0"42' - 0"8' - 0"36" REFKITCHENDINING ROOMGREAT ROOM8" BOX VAULTFOYERSINKDWPORCH6' - 0"36' - 0"6' - 0"2' - 0"114/0 x 6/8 FULL VIEWR.O. 4' -2" x 6' -11"18' - 10"31' - 2"11' - 6"7' - 4"2' - 3"16' - 0"2' - 8"8' - 0"2' - 3"0' - 5"10' - 3"0' - 10"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1616' x 8' O.H. GARAGE DOORTYP.0' - 4 1/2"POWDER16" SH.103/0 x 6/8 W/ 12" D.S. SL'S4' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"3' - 7"4' - 3"50' - 0"50' - 0"6' - 0"21' - 6"17' - 0"15' - 0"10' - 0"22' - 0"3' VANITY32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"GARAGE2' - 0"20' - 8"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"4' - 0"4' - 6"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"KNEE WALL W/ PAINTED SPINDLESRECYCLE@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 11 5/8"10' - 0 1/4"3' - 0 1/8"2' - 7"3' - 5"DOUBLE FRAMEDWALL FORREF RECESS 39"x73"U.C. LIGHT9' - 0"8' - 0"7' - 6"7' - 6"2' - 3"7' - 9"3' - 6"10' - 0"5' - 3"3' - 3"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 10"0' - 10"6' - 9"5' - 0"3' - 6"6' - 9"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-5012-2x10 CONT.2-2x103-14" LVL FLUSH2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x102-9 1/2" LSL DROPPED 2-7 1/4" LSL CONTINUOUS DROPPED2-2x10 W/2 TRIMMERS3-2x6STAGGEREDUPPERS7' - 10"3-20" LVL 2' - 7"3' - 5"END PANELOVEN /MICRO9' - 6"4' - 1 3/4"3' - 6"5' - 6"83/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"EQEQ2' - 1"MECHANICALCHASE 2-2x102-2x12 CONT.3-2x103-2x102-2x10ATTICACCESSCS-WSP6' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP2' - 9" B.W.P.5x5 PSL4-2x6CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.WALL ABOVE BEARING ONFLOOR TRUSSES3-2x62-2x102-2x103-2x103-2x102' - 0"4-2x62' - 10"3' - 8"2' - 6"36" GAS COOKTOP W/WOOD HOODABOVE12" SH.2-2x10 FLUSHCS-WSP2' - 8" B.W.P.22' - 6"27' - 6"FLOOR GIRDER10' - 0"CS-WSP4' - 0" B.W.P.R & SH. @ 65"12/4 x 6/8R.O. 2' -6" x 6' -11"U.C. LIGHTU.C. LIGHT72/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"20" FLOOR TRUSSESPER MFG. SPACING5' - 10"5' - 0"20" FLOOR TRUSSESPER MFG. SPACING13' - 0"16' - 2"4' - 6"20" FLOOR TRUSSESPER MFG. SPACINGMFG. 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 NOTESHHUS485x5 PSL63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"114050E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"114050E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"146050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"94040 NVPWG TEMP.R.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"12016 NVPWGR.O. 2' -0" x 1' -6"H.H. 8' -0"12016 NVPWGR.O. 2' -0" x 1' -6"H.H. 8' -0"PANTRY63650 NVPWG/3620NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"93/0 x 6/8 OPG.30" PANTRYMUD RM.12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"11' - 0"2' - 0"BUILT-INBUILT-IN36" GAS FIREPLACE SET FIREPLACE 12" OFF FINISHED FLOOR W/ TILE SURROUND 158' x 8' O.H. GARAGE DOOR2-14" LVL FLUSH2-14" LVL FLUSH 50' - 0"50' - 0"0' - 5"5' - 7"HHUS410TAPERED END CUT ALLOWED 2-2x10 W/2 TRIMMERS46' - 0" (BRACED WALL LINE SPACING)43' - 0" (BRACED WALL LINE SPACING)43' - 0" (BRACED WALL LINE SPACING)46' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 3" B.W.P.CS-PF1' - 6" B.W.P.CS-PF1' - 6" B.W.P.OFFICE53016 NVFA1R.O. 3' -0" x 1' -6"H.H. 6' -10"1' - 2"5' - 0"CS-WSP2' - 8" B.W.P.PFH2' - 3"PFH2' - 3"PFH2' - 8"1' - 9"4' - 0"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 HEREIN WERE 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 CHECKALL 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.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE 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 202 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:4/8/2022 10:51:10 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-403OTT310175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODELHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2 Trimmers5x5 PSL
DN 17RBEDROOM #4BATHBEDROOM #3OWNER'S SUITE12" BOX VAULTHALLOWNER'SBATH7'-6" VANITYCLOSETDBL. R & SH.BEDROOM #215' - 6"9' - 0"17' - 6"17' - 0"15' - 0"10' - 0"42' - 0" (BRACED WALL LINE SPACING)42' - 0" (BRACED WALL LINE SPACING)32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' LINEN3' VANITY3' VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"LAUNDRYCLOSETCLOSET #1TILESHOWER42" WALL W/GLASS PANEL ABOVE7' - 9"7' - 9"4' - 6"4' - 6"8' - 9"8' - 9"20' - 0"20' - 0"CONTROLS5' - 6 1/8"7' - 0 7/8"4' - 5"7' - 6"7' - 6"40' - 0"6' - 0"11' - 0 1/4"28' - 11 3/4"16' - 0"4' - 0"4' - 0"16' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 8"6' - 8 1/4"8' - 1 3/4"6' - 1 3/4"10' - 4 1/4"9' - 7"5' - 6 3/4"1' - 4"8' - 4 1/2"3' - 7 3/4"8' - 1"5' - 5"13' - 7"2' - 6"3' - 8"6' - 3"5' - 4"2' - 8"12' - 0"10' - 2 1/4"6' - 0"9' - 1 3/4"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS2-2x102-9 1/2" LSLW/ 2 TRIMMERS2-2x6 EA. SIDEKNEE WALL W/ PAINTED SPINDLESR & SH. @ 48"22/4 x 6/8 OPG.52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"3' VANITY48" F.G. SHWR42/6 x 6/8R.O. 2' -8" x 6' -11"2x6BATHTYP.2' - 0"2-2x102-2x102-2x102-2x10SMOKEDET.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.3-2x102' - 0"3' - 3"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.6' - 0"40' - 0"46' - 0"46' - 0"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 NOTES125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"74020 NVFA1 TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"32036 NVC1R.O. 2' -0" x 3' -6"H.H. 6' -10"136020 NVA3R.O. 6' -0" x 2' -0"H.H. 6' -10"52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' - 4"2' - 2"2' - 7"2' - 0"6' - 0"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"DRYERWASHERSINK2' - 8"CURBHEAD2x6DOUBLE FRAME PLUMBING WALLACCENT WALL2' LINEN22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"6' FREESTANDING TUB168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"136/0 x 6/8R.O. 6' -2" x 6' -11"5' - 8"7' - 8"2' - 8"1'-6" LINEN2-2x103' - 3"41' - 0" (BRACED WALL LINE SPACING)41' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.5' TUB/SHWRCORNER SEAT(2) SHAMPOO SHELVES 125/0 x 6/8R.O. 5' -2" x 6' -11"DBL. R & SH.DBL. R & SH.R & SH. @ 65"2x6THE 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 HEREIN WERE 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 CHECKALL 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.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE 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 202 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:4/8/2022 10:51:10 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-404OTT310175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-4041UPPER FLOOR PLANHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***
WATCH 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 WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 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 INSULATIONALL 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 TRUSS1' - 6"2x4 @ BOTTOM1x3 TYP.2x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFITFRONTSIDETOP VIEW1' - 6"1' - 6"FRAMING4x4 POST1' - 6"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 HEREIN WERE 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 CHECKALL 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.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE 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 202 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:4/8/2022 10:51:11 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-501OTT310175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODELWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2016 NVPWG 2' - 0" 1' - 6" 8' - 0"2 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 1 2036 NVC1 2' - 0" 3' - 6" 6' - 10"4 VECTOR ENVISION SERIES 1 2040 NVPWG 2' - 0" 4' - 0" 9' - 8 19/32"5 VECTOR ENVISION SERIES 1 3016 NVFA1 3' - 0" 1' - 6" 6' - 10"6 VECTOR ENVISION SERIES 6 3650 NVPWG/3620 NVFA TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"7 VECTOR ENVISION SERIES 1 4020 NVFA1 TEMP. 4' - 0" 2' - 0" 6' - 10"8 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"9 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 11 1/8"10 VECTOR ENVISION SERIES 2 4040E NVG1 4' - 0" 5' - 0" 6' - 10"11 VECTOR ENVISION SERIES 2 4050E NVG1 4' - 0" 5' - 0" 6' - 10"12 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 6020 NVA3 6' - 0" 2' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 6050E NVG1 6' - 0" 5' - 0" 6' - 10"15 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"16 VECTOR ENVISION SERIES 3 8050E NVGE 8' - 0" 5' - 0" 6' - 10"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILINGROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOORING AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL /STORAGE . 218 SF 8' - 2" MECHANICALS MY VARYLOWER FLOOR BEDROOM #5 CARPET 175 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 539 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR CLOSET #5 CARPET 57 SF 8' - 2"LOWER FLOOR BATH VINYL 50 SF 8' - 2" .MAIN FLOOR GARAGE 641 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8"MAIN FLOOR STAIRS CARPET 83 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 76 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 267 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 183 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 239 SF 9' - 1 1/8" 8" BOX VAULTMAIN FLOOR FOYER WOOD 131 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 30 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 196 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 212 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 256 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 161 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 29 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #1 CARPET 67 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY LVT 59 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 165 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 110 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 50 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 82 2/4 x 6/8 OPG. 13 2/4 x 6/8 PKT 4' - 10" 6' - 11" 44 2/6 x 6/8 2' - 8" 6' - 11" 55 2/6 x 6/8 PKT 5' - 2" 6' - 11" 26 2/8 x 6/8 2' - 10" 6' - 11" 27 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 18 3/0 x 6/8 FULL VIEW 3' - 1" 6' - 8" 19 3/0 x 6/8 OPG. 110 3/0 x 6/8 W/ 12" D.S. SL'S 111 4/0 x 6/8 FULL VIEW 4' - 2" 6' - 11" 112 5/0 x 6/8 5' - 2" 6' - 11" 113 6/0 x 6/8 6' - 2" 6' - 11" 114 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 115 8' x 8' O.H. GARAGE DOOR 116 16' x 8' O.H. GARAGE DOOR 11/2" = 1'-0"A-5011TYPICAL COLUMN
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 SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN 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 PLANS1' - 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 FOOTINGSANCHOR 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 WHEN REQUIRED BY CODE)VERIFY 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 FOUNDATIONTHE 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 HEREIN WERE 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 CHECKALL 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.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE 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 202 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:4/8/2022 10:51:12 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-502OTT310175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL1/2" = 1'-0"A-5021TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5022TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5027TYP. HOUSE/STOOP WALL3" 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:
FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" 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).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN 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 PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN 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 PORTALTHE 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 HEREIN WERE 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 CHECKALL 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.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE 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 202 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:4/8/2022 10:51:12 AMTHE GRAHAM RESIDENCEL7, B1 - GLACIER CREEK 4TH ADD'N7027 182ND STREET WESTLAKEVILLE, MN 55044A-503OTT310175212779204.8.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3949MAVERICK MODEL3/8" = 1'-0"A-5031METHOD CS-PF3/8" = 1'-0"A-5032METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS
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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