HomeMy WebLinkAboutLA189754 20246 Glenbrook Path 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
4/2/21
DM
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
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 HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP.VINYL SHAKES TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5016"x6"x30" CORBEL3' - 0"6" SMARTSIDE TRIM TYP.8" 12"7" / 12"7" / 12"4' - 0"ADDRESS STONETHE 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.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 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:3/24/2021 11:30:22 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-201OTT1952.3.21 TP149912058203.15.21 TP3.24.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK1/4" = 1'-0"A-2011FRONT ELEVATIONConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/12/2021dmathews
24" RETURNS TYP.8" / 12"8" / 12"7" / 12"7" 12"24" RETURNS TYP.7" 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR4" SMARTSIDE TRIMWINDOWS & DOORS @ SIDES & REAR. 8" 12"8" 12"7" 12"7" / 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12 & 8:12 TYP.3' - 0"8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"7" / 12"7" / 12"2 ROOF VENTSREQUIRED THIS AREA7 ROOF VENTSREQUIRED THIS AREA1 ROOF VENTREQUIRED THIS AREA7" / 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.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 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:3/24/2021 11:30:23 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-202OTT1952.3.21 TP149912058203.15.21 TP3.24.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022RIGHT ELEVATION1/8" = 1'-0"A-2023REAR ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit.
11' - 10"17' - 6"32' - 6"50' - 0"1' - 10 1/2"8' - 3" M.O.1' - 10 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" 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.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-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"6' - 8"2' - 0"25' - 6"16' - 6"6' - 0"50' - 0"42' - 2"7' - 10"2' - 0"5' - 10"36' - 2"6' - 0"18' - 4"20' - 6"12' - 0"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"4' - 7"7' - 4 1/4"6' - 3 3/4"20' - 1"20' - 0"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 POINT27' - 6"22' - 6"50' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE22' - 4"9' - 10"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 WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY0' - 2"5' - 9"4' - 1"2' - 0":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"38' - 0"12' - 0"13' - 0"15' - 0"10' - 0"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.0' - 4":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.17' - 6" VERIFY8' - 0" VERIFY8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITETHE 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.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 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:3/24/2021 11:30:23 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-401OTT1952.3.21 TP149912058203.15.21 TP3.24.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE11' - 10"2' - 0"20' - 6"12' - 0"17' - 6"32' - 6"50' - 0"42' - 2"7' - 10"18" FLOOR TRUSSESPER MFG. SPACING1' - 10 1/2"8' - 3" M.O.1' - 10 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"18" FLOOR TRUSSESPER MFG. SPACING12' - 0"38' - 0" (BRACED WALL LINE SPACING)2' - 0"5' - 10"36' - 2"6' - 0"12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED10' - 0"15' - 0"13' - 0"27' - 6"22' - 6"6' - 0"16' - 6"25' - 6"2' - 0"52/8 x 6/8R.O. 2' -10" x 6' -11"SET ON 3X SILL20' - 0"16' - 2"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.5' - 0"5' - 10"7' - 6"6' - 6"6' - 6"6' - 2"8' - 10"5' - 6"4' - 6"5x5 PSL2-11 7/8" LSL2-9 1/2" LSL24" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE/SHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABBEDROOM #525' - 0"4' - 0"9' - 0"2x62-2x1020' - 0"11' - 8"6' - 8"18' - 4"50' - 0"50' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x1022' - 4"9' - 10"AIR EX.0' - 2"12' - 2"6' - 2"B.W.P.2' - 6"B.W.P.2' - 6"B.W.P.2' - 6"B.W.P.4' - 0"B.W.P.2' - 0"B.W.P.2' - 8"5x5 PSL FAMILY ROOM125/0 x 6/8R.O. 5' -2" x 6' -11"R & SH. @ 65"21" LINEN4' VANITYBATH11' - 9"1' - 6"2' - 6"6' - 7"SMOKEDET.SMOKEDET.CO DET.50' - 0"136/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"24" CANTABOVE3-2x102-2x10W.S.VINYLCARPET5' TUB/SHWR13' - 10 1/4"3' - 9 1/2"BAR ROUGH IN3-14" LVL FLUSH3-2x61424-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"16048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"64836 PICR.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"52/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"16'-0" OF BRACED WALLREQUIRED16'-0" OF BRACED WALLREQUIRED38' - 0" (BRACED WALL LINE SPACING)STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE1/4" = 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.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 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:3/24/2021 11:30:23 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-402OTT1952.3.21 TP149912058203.15.21 TP3.24.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIKCS-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 NOTES
DN 3RDN 3RUP 17RDN 16R50' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICESINKDWPORCH42' - 0"8' - 0"114/0 x 6/8 WOOD DOORR.O. 4' -2" x 6' -11"19' - 6"32' - 6"2' - 0"11' - 6"6' - 0"20' - 6"12' - 0"52' - 0"2' - 3"16' - 0"2' - 3"2' - 0"8' - 0"2' - 0"1' - 0"9' - 6"1' - 0"4" CONCRETE DRAIN, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1516' x 8' INSULATED O.H.GARAGE DOOR20" FLOOR TRUSSESPER MFG. SPACINGPOWDER62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"16" SH.PANTRY3/0 x 6/8 1/2VIEW W/ 12"D.S. SL74' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"2' - 6"4' - 0"148' x 8' INSULATED O.H.GARAGE DOOR50' - 0"6' - 0"16' - 6"25' - 6"2' - 0"15' - 0"15' - 0"10' - 0"22' - 0"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"R & SH. @ 65"3/0 x 6/8OPG.9GARAGE2' - 0"18' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"4' - 0"3' - 5"KNEE WALL W/ STAINED 14" SPINDLES& STAINED RAILINGTRASH@ 6' -10" H.H.ABOVE LANDING2' - 0"6' - 0"20' - 0"16' - 0"6' - 0"DOUBLE FRAMED WALLFOR REF RECESS8' - 8"6' - 4"7' - 6"7' - 6"2' - 2"7' - 10"9' - 3 3/4"4' - 3"4' - 10 5/8"3' - 6 5/8"11' - 11"6' - 1"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 2"6' - 10"5' - 2"2' - 10"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-50120" FLOOR TRUSSESPER MFG. SPACING2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x102-9 1/2" LSL DROPPED2-2x102-2x12 CORNERTO CORNER3-2x6STAGGEREDUPPERS18' - 0"PORTAL FRAME W/ HOLD-DOWNSPORTAL FRAMEW/ HOLD-DOWNS3-11 7/8" LVL2' - 9"3' - 3"DBLOVEN9' - 0"4' - 10"2' - 0"9" HEAT DUCT2-2x1012" CANT. ABOVE5x7 PSLWALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 W/2 TRIMMERS3-2x64-2x6 2-2x1036" COOKTOPW/ HOOD2-2x10 FLUSHMFG. ROOF TRUSSES@ 24" O.C.27' - 6"22' - 6"10' - 0"EQEQ12' - 0"3' - 3"2' - 9"20' - 0"16' - 0"5' - 0"1' - 0"2-9 1/2" LSL2-9 1/2" LSL12" FLUSH S.B.6' - 8"8' - 4"5' - 0"5' - 10"0' - 10"26' - 4"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 9"B.W.P.6' - 0"B.W.P.10' - 0"B.W.P.6' - 0"B.W.P.8' - 0"B.W.P.2' - 3"B.W.P.2' - 3"B.W.P.8' - 0"FLOOR GIRDERB.W.P.6' - 0"B.W.P.8' - 0"B.W.P.4' - 0"B.W.P.2' - 9"3-2x6SMOKEDET.0' - 10"5x5 PSL23' - 6" (BRACED WALL LINE SPACING)20' - 6" (BRACED WALL LINE SPACING)6' - 8"4' - 6"40' - 0"52' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"3/0 x 6/8FULL VIEW83' VANITYGAS LINE20" FLOOR TRUSSESPER MFG. SPACINGBUILT-IN TBD6' - 9"5' - 1 1/2"3' - 4 1/2"6' - 9"INSULATE GARAGE DOORS, WALLSAND CEILINGMUDROOM5' - 6"39"x73" REF. RECESS2' - 0"2-2x102-2x102-2x103-14" LVL FLUSH2-9 1/2" LVL CONT.HHUS482-2x10METHOD G.B.SET FIREPLACEON FLOOR.TILE FACE W/FLOATING MANTELU.C. REF2' - 0"BUILT-IN TBDTYP.0' - 4 1/2"MICROCABINET TBDCABINET TBDGAS F.P.5' - 0"(2) GARAGE DOOR OPENERSFLOOR DRAINTYP.0' - 4 1/2"11' - 2 1/4"2-9 1/2" LSL4-2x44-2x43-2x62-9 1/2" LSL15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"94860 SLR.O. 4' -0" x 5' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"94860 SLR.O. 4' -0" x 5' -0"H.H. 8' -0"132424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"112448 SHR.O. 2' -0" x 4' -0"H.H. 6' -10"123618 AWNR.O. 3' -0" x 1' -6"H.H. 6' -10"27260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"84848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 11' -10"104/0 x 6/8R.O. 4' -2" x 6' -11"(BRACED WALL LINE SPACING)8' - 0"15' - 6" (BRACED WALL LINE SPACING)20' - 6" (BRACED WALL LINE SPACING)38' - 0" (BRACED WALL LINE SPACING)12' - 0" (BRACED WALL LINE SPACING)20' - 0" (BRACED WALL LINE SPACING)30' - 0"CS-PFB.W.P.2' - 6"B.W.P.7' - 6"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.1' - 10 1/2"B.W.P.1' - 10 1/2"B.W.P.10' - 0"METHODG.B.USE 1/2" PLYWOODUNDER G.B WALLBRACING1/4" = 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.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 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:3/24/2021 11:30:24 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-403OTT1952.3.21 TP149912058203.15.21 TP3.24.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIKCS-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 NOTESBWPsAboveFANBWP AboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.
DN 17RBATHBEDROOM #3HALLCLOSETR & SH. @ 65"11' - 6"12' - 6"14' - 0"13' - 0"15' - 0"10' - 0"38' - 0" (BRACED WALL LINE SPACING)38' - 0" (BRACED WALL LINE SPACING)5' TUB/SHWRCLOSET22/4 x 6/8R.O. 2' -6" x 6' -11"6'-6" VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"L.T.OWNER'SCLOSET3' x 5' TUB W/ 4" TILEDECKTILESHOWER5' - 9"5' - 9"4' - 6"3' - 9"4' - 3"7' - 6"6' - 6"20' - 0"16' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"CONTROLS6' - 0"7' - 0"7' - 6"7' - 6"38' - 0"6' - 0"11' - 0"27' - 0"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"26' - 4"13' - 4 1/4"5' - 1 1/2"7' - 2 1/4"1' - 11 3/4"2' - 4 1/4"8' - 0"12' - 4"3' - 6"2' - 0"6' - 6 1/4"3' - 6 3/4"1' - 0"3' - 9"5' - 4"6' - 3"1' - 9"3' - 11"8' - 1"4' - 2"1' - 9"12' - 1"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESS2-9 1/2" LSL2-2x6 EA. SIDETYP.2' - 0"2-2x102-2x102-2x102-2x103-2x10LINEN2x648" LINEN32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"7' - 6"2' - 4"3' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"R & SH. @ 48"42/6 x 6/8R.O. 2' -8" x 6' -11"LINENWASHERDRYEREN SUITE42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 SHWR DR.SHELFBENCHBEDROOM #2B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"2-2x102-2x10CO DET.104/0 x 6/8R.O. 4' -2" x 6' -11"125/0 x 6/8R.O. 5' -2" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2'-6" VANITY2'-6" VANITYMAKE-UPR & SH. @ 65"44' - 0"1' - 0"1' - 0"36' - 0"6' - 0"44' - 0"BEDROOM #44' - 2"6' - 6"19' - 6"2' - 8 1/4"13' - 3 3/4"OWNER'S SUITE2x6LAUNDRY42" WALL W/GLASS PANEL52/8 x 6/8R.O. 2' -10" x 6' -11"3' LINENBOX VAULTSMOKEDET.16048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"424-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"54824 AWN FIXED TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"106060 SLR.O. 5' -0" x 5' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"16048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"72424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -10"22/4 x 6/8R.O. 2' -6" x 6' -11"38' - 0" (BRACED WALL LINE SPACING)38' - 0" (BRACED WALL LINE SPACING)B.W.P.2' - 8"B.W.P.2' - 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.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 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:3/24/2021 11:30:25 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-404OTT1952.3.21 TP149912058203.15.21 TP3.24.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK1/4" = 1'-0"A-4041UPPER FLOOR PLANCS-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 NOTESTemper ifwithin 60"of floor.FANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
2x4 TYP.TAPERED SMARTSIDE COLUMN2x4 @ TOPFRONTTOP VIEW4x4 POSTFRAMING1' - 6"1' - 6"0' - 10"1' - 4"18" SQUARE FRAMED BASE W/ CULTURED STONE2x6 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 FOOTINGSALL 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 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.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 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:3/24/2021 11:30:26 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-501OTT1952.3.21 TP149912058203.15.21 TP3.24.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIKWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 3 6048 SL 5' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 2424 AWN 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"7 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 6' - 10"8 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0" 11' - 10"9 WINDSOR NEXT DIMENSION 2 4860 SL 4' - 0" 5' - 0" 8' - 0"10 WINDSOR NEXT DIMENSION 1 6060 SL 5' - 0" 5' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 1 2448 SH 2' - 0" 4' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 1 3618 AWN 3' - 0" 1' - 6" 6' - 10"13 WINDSOR NEXT DIMENSION 1 2424 AWN FIXED 2' - 0" 2' - 0" 6' - 10"14 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0"6' - 10"15 WINDSOR NEXT DIMENSION 6 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"1/2" = 1'-0"A-5014COLUMN, TAPERED COULUMNROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR BEDROOM #5 CARPET 162 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 517 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR MECHANICAL / STORAGE CONCRETE 200 SF 8' - 2" FINISH PER CODELOWER FLOOR BATH VINYL 60 SF 8' - 2"MAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 83 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 117 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 703 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR POWDER VINYL 23 SF 9' - 1 1/8" .MAIN FLOOR MUDROOM VINYL 82 SF 9' - 1 1/8"MAIN FLOOR KITCHEN WOOD 265 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 183 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 208 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 83 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 30 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 155 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 137 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 249 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 126 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 36 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S CLOSET CARPET 67 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 186 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE TILE 155 SF 8' - 1 1/8"UPPER FLOOR BATH VINYL 79 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 53 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 SHWR DR.12 2/4 x 6/8 2' - 6" 6' - 11" 73 2/4 x 6/8 PKT 4' - 10" 6' - 11" 24 2/6 x 6/8 2' - 8" 6' - 11" 65 2/8 x 6/8 2' - 10" 6' - 11" 36 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 17 3/0 x 6/8 1/2 VIEW W/ 12" D.S. SL18 3/0 x 6/8 FULL VIEW19 3/0 x 6/8 OPG.110 4/0 x 6/8 4' - 2" 6' - 11" 211 4/0 x 6/8 WOOD DOOR 4' - 2" 6' - 11" 112 5/0 x 6/8 5' - 2" 6' - 11" 213 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 114 8' x 8' INSULATED O.H. GARAGE DOOR115 16' x 8' INSULATED O.H. GARAGE DOOR11/2" = 1'-0"A-5011BEARING WALL SECTION1/2" = 1'-0"A-5012GARAGE CEILING
FASTEN 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 PORTALFASTEN 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 @ BOTTOMTHE 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.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 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:3/24/2021 11:30:26 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-502OTT1952.3.21 TP149912058203.15.21 TP3.24.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK3/8" = 1'-0"A-5024METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS3/8" = 1'-0"A-5021METHOD CS-PF - RAISED WOOD W/ OVERLAP3" 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:
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 INSULATION6 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)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. INSULATION7/16" 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 FOUNDATIONANCHOR 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)18" TOP CHORDBEARING FLOOR TRUSSES,SPACING PER MFG.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 SEALERTHE 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.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 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:3/24/2021 11:30:27 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-503OTT1952.3.21 TP149912058203.15.21 TP3.24.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK3/8" = 1'-0"A-5031TYP. WALL SECTION1/2" = 1'-0"A-5032TYP. WALKOUT SECTION1/2" = 1'-0"A-5033TYP. LOOKOUT SECTION1/2" = 1'-0"A-5034TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5035TYP. HOUSE/GARAGE WALL
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 HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP.VINYL SHAKES TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5016"x6"x30" CORBEL3' - 0"6" SMARTSIDE TRIM TYP.8" 12"7" / 12"7" / 12"4' - 0"ADDRESS STONETHE 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.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 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:3/24/2021 10:09:01 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-201OTT1952.3.21 TP149912058203.15.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK1/4" = 1'-0"A-2011FRONT ELEVATION
24" RETURNS TYP.8" / 12"8" / 12"7" / 12"7" 12"24" RETURNS TYP.7" 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR4" SMARTSIDE TRIMWINDOWS & DOORS @ SIDES & REAR. 8" 12"8" 12"7" 12"7" / 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12 & 8:12 TYP.3' - 0"8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"7" / 12"7" / 12"2 ROOF VENTSREQUIRED THIS AREA7 ROOF VENTSREQUIRED THIS AREA1 ROOF VENTREQUIRED THIS AREA7" / 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.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 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:3/24/2021 10:09:02 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-202OTT1952.3.21 TP149912058203.15.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022RIGHT ELEVATION1/8" = 1'-0"A-2023REAR ELEVATION1/8" = 1'-0"A-2024ROOF PLAN
11' - 10"17' - 6"32' - 6"50' - 0"1' - 10 1/2"8' - 3" M.O.1' - 10 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" 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.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-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"6' - 8"2' - 0"25' - 6"16' - 6"6' - 0"50' - 0"42' - 2"7' - 10"2' - 0"5' - 10"36' - 2"6' - 0"18' - 4"20' - 6"12' - 0"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"4' - 7"7' - 4 1/4"6' - 3 3/4"20' - 1"20' - 0"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 POINT27' - 6"22' - 6"50' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE22' - 4"9' - 10"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 WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY0' - 2"5' - 9"4' - 1"2' - 0":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"38' - 0"12' - 0"13' - 0"15' - 0"10' - 0"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.0' - 4":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.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.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 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:3/24/2021 10:09:03 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-401OTT1952.3.21 TP149912058203.15.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK1/4" = 1'-0"A-4011FOUNDATION PLAN
UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE11' - 10"2' - 0"20' - 6"12' - 0"17' - 6"32' - 6"50' - 0"42' - 2"7' - 10"18" FLOOR TRUSSESPER MFG. SPACING1' - 10 1/2"8' - 3" M.O.1' - 10 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"18" FLOOR TRUSSESPER MFG. SPACING12' - 0"38' - 0" (BRACED WALL LINE SPACING)2' - 0"5' - 10"36' - 2"6' - 0"12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED10' - 0"15' - 0"13' - 0"27' - 6"22' - 6"6' - 0"16' - 6"25' - 6"2' - 0"52/8 x 6/8R.O. 2' -10" x 6' -11"SET ON 3X SILL20' - 0"16' - 2"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.5' - 0"5' - 10"7' - 6"6' - 6"6' - 6"6' - 2"8' - 10"5' - 6"4' - 6"5x5 PSL2-11 7/8" LSL2-9 1/2" LSL24" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE/SHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABBEDROOM #525' - 0"4' - 0"9' - 0"2x62-2x1020' - 0"11' - 8"6' - 8"18' - 4"50' - 0"50' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x1022' - 4"9' - 10"AIR EX.0' - 2"12' - 2"6' - 2"B.W.P.2' - 6"B.W.P.2' - 6"B.W.P.2' - 6"B.W.P.4' - 0"B.W.P.2' - 0"B.W.P.2' - 8"5x5 PSL FAMILY ROOM125/0 x 6/8R.O. 5' -2" x 6' -11"R & SH. @ 65"21" LINEN4' VANITYBATH11' - 9"1' - 6"2' - 6"6' - 7"SMOKEDET.SMOKEDET.CO DET.50' - 0"136/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"24" CANTABOVE3-2x102-2x10W.S.VINYLCARPET5' TUB/SHWR13' - 10 1/4"3' - 9 1/2"BAR ROUGH IN3-14" LVL FLUSH3-2x61424-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"16048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"64836 PICR.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"52/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"16'-0" OF BRACED WALLREQUIRED16'-0" OF BRACED WALLREQUIRED38' - 0" (BRACED WALL LINE SPACING)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.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 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:3/24/2021 10:09:03 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-402OTT1952.3.21 TP149912058203.15.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIKCS-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 NOTES
DN 3RDN 3RUP 17RDN 16R50' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICESINKDWPORCH42' - 0"8' - 0"114/0 x 6/8 WOOD DOORR.O. 4' -2" x 6' -11"19' - 6"32' - 6"2' - 0"11' - 6"6' - 0"20' - 6"12' - 0"52' - 0"2' - 3"16' - 0"2' - 3"2' - 0"8' - 0"2' - 0"1' - 0"9' - 6"1' - 0"4" CONCRETE DRAIN, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1516' x 8' INSULATED O.H.GARAGE DOOR20" FLOOR TRUSSESPER MFG. SPACINGPOWDER62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"16" SH.PANTRY3/0 x 6/8 1/2VIEW W/ 12"D.S. SL74' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"2' - 6"4' - 0"148' x 8' INSULATED O.H.GARAGE DOOR50' - 0"6' - 0"16' - 6"25' - 6"2' - 0"15' - 0"15' - 0"10' - 0"22' - 0"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"R & SH. @ 65"3/0 x 6/8OPG.9GARAGE2' - 0"18' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"4' - 0"3' - 5"KNEE WALL W/ STAINED 14" SPINDLES& STAINED RAILINGTRASH@ 6' -10" H.H.ABOVE LANDING2' - 0"6' - 0"20' - 0"16' - 0"6' - 0"DOUBLE FRAMED WALLFOR REF RECESS8' - 8"6' - 4"7' - 6"7' - 6"2' - 2"7' - 10"9' - 3 3/4"4' - 3"4' - 10 5/8"3' - 6 5/8"11' - 11"6' - 1"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 2"6' - 10"5' - 2"2' - 10"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-50120" FLOOR TRUSSESPER MFG. SPACING2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x102-9 1/2" LSL DROPPED2-2x102-2x12 CORNERTO CORNER3-2x6STAGGEREDUPPERS18' - 0"PORTAL FRAME W/ HOLD-DOWNSPORTAL FRAMEW/ HOLD-DOWNS3-11 7/8" LVL2' - 9"3' - 3"DBLOVEN9' - 0"4' - 10"2' - 0"9" HEAT DUCT2-2x1012" CANT. ABOVE5x7 PSLWALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 W/2 TRIMMERS3-2x64-2x6 2-2x1036" COOKTOPW/ HOOD2-2x10 FLUSHMFG. ROOF TRUSSES@ 24" O.C.27' - 6"22' - 6"10' - 0"EQEQ12' - 0"3' - 3"2' - 9"20' - 0"16' - 0"5' - 0"1' - 0"2-9 1/2" LSL2-9 1/2" LSL12" FLUSH S.B.6' - 8"8' - 4"5' - 0"5' - 10"0' - 10"26' - 4"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 9"B.W.P.6' - 0"B.W.P.10' - 0"B.W.P.6' - 0"B.W.P.8' - 0"B.W.P.2' - 3"B.W.P.2' - 3"B.W.P.8' - 0"FLOOR GIRDERB.W.P.6' - 0"B.W.P.8' - 0"B.W.P.4' - 0"B.W.P.2' - 9"3-2x6SMOKEDET.0' - 10"5x5 PSL23' - 6" (BRACED WALL LINE SPACING)20' - 6" (BRACED WALL LINE SPACING)6' - 8"4' - 6"40' - 0"52' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"3/0 x 6/8FULL VIEW83' VANITYGAS LINE20" FLOOR TRUSSESPER MFG. SPACINGBUILT-IN TBD6' - 9"5' - 1 1/2"3' - 4 1/2"6' - 9"INSULATE GARAGE DOORS, WALLSAND CEILINGMUDROOM5' - 6"39"x73" REF. RECESS2' - 0"2-2x102-2x102-2x103-14" LVL FLUSH2-9 1/2" LVL CONT.HHUS482-2x10METHOD G.B.SET FIREPLACEON FLOOR.TILE FACE W/FLOATING MANTELU.C. REF2' - 0"BUILT-IN TBDTYP.0' - 4 1/2"MICROCABINET TBDCABINET TBDGAS F.P.5' - 0"(2) GARAGE DOOR OPENERSFLOOR DRAINTYP.0' - 4 1/2"11' - 2 1/4"2-9 1/2" LSL4-2x44-2x43-2x62-9 1/2" LSL15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"94860 SLR.O. 4' -0" x 5' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"94860 SLR.O. 4' -0" x 5' -0"H.H. 8' -0"132424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"112448 SHR.O. 2' -0" x 4' -0"H.H. 6' -10"123618 AWNR.O. 3' -0" x 1' -6"H.H. 6' -10"27260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"84848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 11' -10"104/0 x 6/8R.O. 4' -2" x 6' -11"(BRACED WALL LINE SPACING)8' - 0"15' - 6" (BRACED WALL LINE SPACING)20' - 6" (BRACED WALL LINE SPACING)38' - 0" (BRACED WALL LINE SPACING)12' - 0" (BRACED WALL LINE SPACING)20' - 0" (BRACED WALL LINE SPACING)30' - 0"CS-PFB.W.P.2' - 6"B.W.P.7' - 6"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.1' - 10 1/2"B.W.P.1' - 10 1/2"B.W.P.10' - 0"METHODG.B.USE 1/2" PLYWOODUNDER G.B WALLBRACING1/4" = 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.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 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:3/24/2021 10:09:03 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-403OTT1952.3.21 TP149912058203.15.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIKCS-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 NOTES2-2x12Portal Framed2-11 7/8" LSL Cont.Portal Framed2-11 7/8" LSLPortal Framed
DN 17RBATHBEDROOM #3HALLCLOSETR & SH. @ 65"11' - 6"12' - 6"14' - 0"13' - 0"15' - 0"10' - 0"38' - 0" (BRACED WALL LINE SPACING)38' - 0" (BRACED WALL LINE SPACING)5' TUB/SHWRCLOSET22/4 x 6/8R.O. 2' -6" x 6' -11"6'-6" VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"L.T.OWNER'SCLOSET3' x 5' TUB W/ 4" TILEDECKTILESHOWER5' - 9"5' - 9"4' - 6"3' - 9"4' - 3"7' - 6"6' - 6"20' - 0"16' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"CONTROLS6' - 0"7' - 0"7' - 6"7' - 6"38' - 0"6' - 0"11' - 0"27' - 0"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"26' - 4"13' - 4 1/4"5' - 1 1/2"7' - 2 1/4"1' - 11 3/4"2' - 4 1/4"8' - 0"12' - 4"3' - 6"2' - 0"6' - 6 1/4"3' - 6 3/4"1' - 0"3' - 9"5' - 4"6' - 3"1' - 9"3' - 11"8' - 1"4' - 2"1' - 9"12' - 1"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESS2-9 1/2" LSL2-2x6 EA. SIDETYP.2' - 0"2-2x102-2x102-2x102-2x103-2x10LINEN2x648" LINEN32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"7' - 6"2' - 4"3' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"R & SH. @ 48"42/6 x 6/8R.O. 2' -8" x 6' -11"LINENWASHERDRYEREN SUITE42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 SHWR DR.SHELFBENCHBEDROOM #2B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"2-2x102-2x10CO DET.104/0 x 6/8R.O. 4' -2" x 6' -11"125/0 x 6/8R.O. 5' -2" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2'-6" VANITY2'-6" VANITYMAKE-UPR & SH. @ 65"44' - 0"1' - 0"1' - 0"36' - 0"6' - 0"44' - 0"BEDROOM #44' - 2"6' - 6"19' - 6"2' - 8 1/4"13' - 3 3/4"OWNER'S SUITE2x6LAUNDRY42" WALL W/GLASS PANEL52/8 x 6/8R.O. 2' -10" x 6' -11"3' LINENBOX VAULTSMOKEDET.16048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"424-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"54824 AWN FIXED TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"106060 SLR.O. 5' -0" x 5' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"16048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"72424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -10"22/4 x 6/8R.O. 2' -6" x 6' -11"38' - 0" (BRACED WALL LINE SPACING)38' - 0" (BRACED WALL LINE SPACING)B.W.P.2' - 8"B.W.P.2' - 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.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 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:3/24/2021 10:09:04 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-404OTT1952.3.21 TP149912058203.15.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK1/4" = 1'-0"A-4041UPPER FLOOR PLANCS-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 NOTES
2x4 TYP.TAPERED SMARTSIDE COLUMN2x4 @ TOPFRONTTOP VIEW4x4 POSTFRAMING1' - 6"1' - 6"0' - 10"1' - 4"18" SQUARE FRAMED BASE W/ CULTURED STONE2x6 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 FOOTINGSALL 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 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.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 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:3/24/2021 10:09:04 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-501OTT1952.3.21 TP149912058203.15.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIKWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 3 6048 SL 5' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 2424 AWN 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"7 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 6' - 10"8 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0" 11' - 10"9 WINDSOR NEXT DIMENSION 2 4860 SL 4' - 0" 5' - 0" 8' - 0"10 WINDSOR NEXT DIMENSION 1 6060 SL 5' - 0" 5' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 1 2448 SH 2' - 0" 4' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 1 3618 AWN 3' - 0" 1' - 6" 6' - 10"13 WINDSOR NEXT DIMENSION 1 2424 AWN FIXED 2' - 0" 2' - 0" 6' - 10"14 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0"6' - 10"15 WINDSOR NEXT DIMENSION 6 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"1/2" = 1'-0"A-5014COLUMN, TAPERED COULUMNROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR BEDROOM #5 CARPET 162 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 517 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR MECHANICAL / STORAGE CONCRETE 200 SF 8' - 2" FINISH PER CODELOWER FLOOR BATH VINYL 60 SF 8' - 2"MAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 83 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 117 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 703 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR POWDER VINYL 23 SF 9' - 1 1/8" .MAIN FLOOR MUDROOM VINYL 82 SF 9' - 1 1/8"MAIN FLOOR KITCHEN WOOD 265 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 183 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 208 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 83 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 30 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 155 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 137 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 249 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 126 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 36 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S CLOSET CARPET 67 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 186 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE TILE 155 SF 8' - 1 1/8"UPPER FLOOR BATH VINYL 79 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 53 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 SHWR DR.12 2/4 x 6/8 2' - 6" 6' - 11" 73 2/4 x 6/8 PKT 4' - 10" 6' - 11" 24 2/6 x 6/8 2' - 8" 6' - 11" 65 2/8 x 6/8 2' - 10" 6' - 11" 36 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 17 3/0 x 6/8 1/2 VIEW W/ 12" D.S. SL18 3/0 x 6/8 FULL VIEW19 3/0 x 6/8 OPG.110 4/0 x 6/8 4' - 2" 6' - 11" 211 4/0 x 6/8 WOOD DOOR 4' - 2" 6' - 11" 112 5/0 x 6/8 5' - 2" 6' - 11" 213 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 114 8' x 8' INSULATED O.H. GARAGE DOOR115 16' x 8' INSULATED O.H. GARAGE DOOR11/2" = 1'-0"A-5011BEARING WALL SECTION1/2" = 1'-0"A-5012GARAGE CEILING
FASTEN 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 PORTALFASTEN 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 @ BOTTOMTHE 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.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 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:3/24/2021 10:09:04 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-502OTT1952.3.21 TP149912058203.15.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK3/8" = 1'-0"A-5024METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS3/8" = 1'-0"A-5021METHOD CS-PF - RAISED WOOD W/ OVERLAP3" 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:
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 INSULATION6 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)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. INSULATION7/16" 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 FOUNDATIONANCHOR 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)18" TOP CHORDBEARING FLOOR TRUSSES,SPACING PER MFG.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 SEALERTHE 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.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 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:3/24/2021 10:09:05 AMTHE EICHER RESIDENCEL2, B3 - BENNETT BLUFFS20246 GLENBROOK PATHLAKEVILLE, MN 55044A-503OTT1952.3.21 TP149912058203.15.21 TP12.18.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3524THE HENRIK3/8" = 1'-0"A-5031TYP. WALL SECTION1/2" = 1'-0"A-5032TYP. WALKOUT SECTION1/2" = 1'-0"A-5033TYP. LOOKOUT SECTION1/2" = 1'-0"A-5034TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5035TYP. HOUSE/GARAGE WALL
Upper Level
Member Name Results Current Solution Comments
Bedroom #2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owner's Suite Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owner's Bath Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Stairs Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bedroom #3 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Main Level
Member Name Results Current Solution Comments
Flush Great (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Flush Dining (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Flush Hallway (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Flush Hallway (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Great Window Rear Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Dining Window Rear Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Kitchen Patio Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Office Window Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Powder Window Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
8' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Lower Level
Member Name Results Current Solution Comments
Flush Family (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Family Window Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bedroom Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Family Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
20246 Glenbrook Path, Lakeville, MN
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 1 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None
2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 5' 6"N/A 100.0 -Wall - Gable
2 - Uniform (PSF)0 to 5' 6"3'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #2 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 2 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable
2 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Owner's Suite Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 3 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2477 @ 0 2869 (1.50")Passed (86%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1433 @ 10 3/4"4308 Passed (33%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2632 @ 2' 1 1/2"5919 Passed (44%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.013 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.021 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"915 1562 2477 None
2 - Trimmer - SPF 1.50"1.50"1.50"915 1562 2477 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 3" o/c
Bottom Edge (Lu)4' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 10.6 --
1 - Uniform (PSF)0 to 4' 3"21'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Owner's Bath Window
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 4 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3885 @ 1 1/2"7613 (3.00")Passed (51%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2671 @ 1' 1/2"7902 Passed (34%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)5998 @ 3' 4"11985 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.089 @ 3' 4"0.214 Passed (L/863)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.141 @ 3' 4"0.321 Passed (L/544)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.53"1435 2450 3885 None
2 - Trimmer - SPF 3.00"3.00"1.53"1435 2450 3885 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 8" o/c
Bottom Edge (Lu)6' 8" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 8"N/A 10.4 --
1 - Uniform (PSF)0 to 6' 8"21'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Stairs Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 5 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None
2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 5' 6"N/A 100.0 -Wall - Gable
2 - Uniform (PSF)0 to 5' 6"3'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #3 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 6 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7773 @ 5' 7 3/4"8881 (3.50")Passed (88%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)3053 @ 4' 8 1/2"7902 Passed (39%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-3707 @ 5' 7 3/4"11985 Passed (31%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.037 @ 13' 2 5/16"0.133 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.061 @ 2' 9 3/8"0.266 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 5.50"5.50"1.50"1417 108/-8 2097 3622/-8 None
2 - Column - SPF 3.50"3.50"3.06"3106 244 4667 8017 None
3 - Column - SPF 3.50"3.50"3.06"3106 244 4667 8017 None
4 - Trimmer - SPF 5.50"5.50"1.50"1417 108/-8 2097 3622/-8 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)16' o/c
Bottom Edge (Lu)16' o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 16'N/A 10.4 ----
1 - Uniform (PSF)0 to 16' (Front)2'20.0 -35.0 Snow - Lower
2 - Uniform (PSF)0 to 16' (Front)1'15.0 40.0 -Floor - Upper
3 - Uniform (PLF)0 to 16' (Front)N/A 80.0 --Wall - Upper
4 - Uniform (PSF)0 to 16' (Front)21'20.0 -35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Great (V)
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 7 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5936 @ 4"20934 (5.50")Passed (28%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 5.50"5.50"1.56"1736 4200 5936 None
2 - Trimmer - SPF 5.50"5.50"1.56"1736 4200 5936 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)15' o/c
Bottom Edge (Lu)15' o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15'N/A 21.5 --
1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 Floor - Upper
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Dining (H)
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 8 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2954 @ 3 1/2"4725 (1.50")Passed (63%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2234 @ 1' 3 3/8"8590 Passed (26%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5994 @ 4' 4 3/16"15953 Passed (38%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.082 @ 4' 4"0.202 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.115 @ 4' 4"0.404 Passed (L/846)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"901 2262 3163 See note ¹
2 - Trimmer - SPF 3.00"3.00"1.50"893 2238 3131 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 3" o/c
Bottom Edge (Lu)8' 3" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)3 1/2" to 8' 6"N/A 13.0 --
1 - Uniform (PSF)0 to 6' 6" (Front)13'15.0 40.0 Floor - Upper
2 - Uniform (PSF)6' 6" to 8' 6" (Front)14'15.0 40.0 Floor - Upper
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Hallway (H)
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 9 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2464 @ 4' 6"13956 (5.50")Passed (18%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2087 @ 3' 4 5/8"8590 Passed (24%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3761 @ 2' 9"15953 Passed (24%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.019 @ 2' 9"0.104 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.026 @ 2' 9"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 5.50"5.50"1.50"573 1385 1958 None
2 - Trimmer - SPF 5.50"5.50"1.50"717 1747 2464 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 10" o/c
Bottom Edge (Lu)4' 10" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 10"N/A 13.0 --
1 - Uniform (PSF)0 to 4' 10" (Front)1'15.0 40.0 Floor - Upper
2 - Uniform (PSF)0 to 4' 10" (Front)3' 6"15.0 40.0 Floor - Stairs
3 - Point (lb)2' 9" (Front)N/A 901 2262
Linked from: Flush
Hallway (H),
Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Hallway (V)
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 10 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1908 @ 11' 9"3806 (1.50")Passed (50%)--1.0 D + 1.0 L (Alt Spans)
Shear (lbs)2166 @ 9' 1 3/8"8590 Passed (25%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)2325 @ 9' 6"15953 Passed (15%)1.00 1.0 D + 1.0 L (Alt Spans)
Live Load Defl. (in)0.011 @ 9' 6"0.129 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.018 @ 9' 6"0.194 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"592 594/-67 239 1425/-
67 None
2 - Trimmer - SPF 6.00"6.00"1.50"1015 1507 380 2902 None
3 - Trimmer - SPF 6.00"6.00"1.83"2062 2590 547 5199 None
4 - Trimmer - SPF 1.50"1.50"1.50"793 1115/-67 182 2090/-
67 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 9" o/c
Bottom Edge (Lu)11' 9" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 9"N/A 13.0 ----
1 - Uniform (PSF)0 to 9' 6"8'15.0 40.0 -Floor - Upper
2 - Uniform (PSF)9' 6" to 11' 9"11'15.0 40.0 -Floor - Upper
3 - Point (lb)9' 6"N/A 800 1200 -Floor Girder
4 - Uniform (PLF)0 to 2' 6"N/A 160.0 -105.0 Snow - Gable End
5 - Uniform (PLF)7' 6" to 11' 9"N/A 160.0 -105.0 Snow - Gable End
6 - Point (lb)2' 6"N/A 459 -289
Linked from:
Bedroom #2
Window, Support 1
7 - Point (lb)7' 6"N/A 459 -289
Linked from:
Bedroom #2
Window, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Window Rear
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 11 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1169 @ 0 1913 (1.50")Passed (61%)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Shear (lbs)1067 @ 8' 10 3/4"2872 Passed (37%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans)
Moment (Ft-lbs)1340 @ 1' 9"3946 Passed (34%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans)
Live Load Defl. (in)0.004 @ 9' 10 15/16"0.129 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.010 @ 9' 11 1/8"0.194 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"750 210/-25 349 1309/-
25 None
2 - Trimmer - SPF 6.00"6.00"1.50"1007 565 316 1888 None
3 - Trimmer - SPF 6.00"6.00"1.50"1099 565 372 2036 None
4 - Trimmer - SPF 1.50"1.50"1.50"715 210/-25 328 1253/-
25 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 9" o/c
Bottom Edge (Lu)11' 9" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 9"N/A 7.0 ----
1 - Uniform (PSF)0 to 11' 9"3'15.0 40.0 -Floor - Upper
2 - Uniform (PLF)0 to 11' 9"N/A 80.0 --Wall - Upper
3 - Uniform (PSF)0 to 1' 9"3'20.0 -35.0 Snow - Main
4 - Uniform (PSF)9' 9" to 11' 9"3'20.0 -35.0 Snow - Main
5 - Uniform (PLF)0 to 1' 9"N/A 100.0 --Wall - Gable
6 - Uniform (PLF)9' 9" to 11' 9"N/A 100.0 --Wall - Gable
7 - Point (lb)1' 9"N/A 710 -446
Linked from:
Owner's Suite
Window, Support 1
8 - Point (lb)9' 9"N/A 710 -446
Linked from:
Owner's Suite
Window, Support 2
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dining Window Rear
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 12 / 22
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 13 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1420 @ 1 1/2"3825 (3.00")Passed (37%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)550 @ 1' 1/4"2498 Passed (22%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1013 @ 1' 8"3431 Passed (30%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.003 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.006 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"687 733 175 1595 None
2 - Trimmer - SPF 3.00"3.00"1.50"687 733 175 1595 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 4" o/c
Bottom Edge (Lu)3' 4" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 ----
1 - Uniform (PLF)0 to 3' 4"N/A 100.0 --Wall - Gable
2 - Uniform (PSF)0 to 3' 4"3'20.0 -35.0 Snow - Main
3 - Uniform (PSF)0 to 3' 4"11'15.0 40.0 -Floor - Upper
4 - Uniform (PLF)0 to 3' 4"N/A 80.0 --Wall - Upper
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Kitchen Patio Door
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 14 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2327 @ 1 1/2"3825 (3.00")Passed (61%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1211 @ 1' 2 1/4"3038 Passed (40%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2598 @ 3' 3"4614 Passed (56%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.019 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.040 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.82"1292 780 600 2672 None
2 - Trimmer - SPF 3.00"3.00"1.82"1292 780 600 2672 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 8.6 ----
1 - Uniform (PSF)0 to 6' 6"6'15.0 40.0 -Floor - Upper
2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper
3 - Uniform (PSF)0 to 6' 6"2' 6"20.0 -35.0 Snow - Porch
4 - Uniform (PLF)0 to 9"N/A 100.0 --Wall - Gable
5 - Uniform (PLF)5' 9" to 6' 6"N/A 100.0 --Wall - Gable
6 - Uniform (PSF)0 to 9"1'20.0 -35.0 Snow - Main
7 - Uniform (PSF)5' 9" to 6' 6"1'20.0 -35.0 Snow - Main
8 - Point (lb)9"N/A 459 -289
Linked from:
Bedroom #3
Window, Support 1
9 - Point (lb)5' 9"N/A 459 -289
Linked from:
Bedroom #3
Window, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Office Window
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 15 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2834 @ 0 3806 (1.50")Passed (74%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)499 @ 1' 1 5/8"9878 Passed (5%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1440 @ 8 7/8"18346 Passed (8%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.004 @ 1' 1"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.007 @ 1' 1"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"1119 45 1715 2879 None
2 - Trimmer - SPF 1.50"1.50"1.50"774 45 1133 1952 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 3" o/c
Bottom Edge (Lu)2' 3" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 13.0 ----
1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper
2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall - Upper
3 - Uniform (PSF)6" to 2' 3"21'20.0 -35.0 Snow - Main
4 - Point (lb)6"N/A 915 -1562
Linked from:
Owner's Bath
Window, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Powder Window
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 16 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2412 @ 1 1/2"7613 (3.00")Passed (32%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2055 @ 1' 2 7/8"9878 Passed (21%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9800 @ 8' 4 1/2"18346 Passed (53%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.407 @ 8' 4 1/2"0.550 Passed (L/487)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.669 @ 8' 4 1/2"0.825 Passed (L/296)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"946 1466 2412 None
2 - Trimmer - SPF 3.00"3.00"1.50"946 1466 2412 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 3" o/c
Bottom Edge (Lu)16' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 --
1 - Uniform (PSF)0 to 16' 9"5'20.0 35.0 Snow - Garage
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 16' Garage Door
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 17 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3602 @ 1 1/2"7613 (3.00")Passed (47%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2582 @ 1' 2 7/8"9081 Passed (28%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7436 @ 4' 4 1/2"20525 Passed (36%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.075 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.120 @ 4' 4 1/2"0.425 Passed (L/853)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1344 2259 3603 None
2 - Trimmer - SPF 3.00"3.00"1.50"1344 2259 3603 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 9" o/c
Bottom Edge (Lu)8' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 9"N/A 12.1 --
1 - Uniform (PSF)0 to 8' 9"14' 9"20.0 35.0 Snow - Garage
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 8' Garage Door
2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 18 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)11872 @ 4"20934 (5.50")Passed (57%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 5.50"5.50"3.12"3472 8400 11872 None
2 - Trimmer - SPF 5.50"5.50"3.12"3472 8400 11872 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)15' o/c
Bottom Edge (Lu)15' o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15'N/A 21.5 --
1 - Uniform (PSF)0 to 15' (Top)14'15.0 40.0 Floor - Main
2 - Point (lb)0 (Top)N/A 1736 4200
Linked from: Flush
Dining (H), Support
1
3 - Point (lb)15' (Top)N/A 1736 4200
Linked from: Flush
Dining (H), Support
2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Flush Family (H)
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 19 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6628 @ 8' 4 1/2"7613 (3.00")Passed (87%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)5955 @ 7' 3 1/8"8590 Passed (69%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)12077 @ 4' 10 5/16"15953 Passed (76%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.144 @ 4' 3 13/16"0.275 Passed (L/689)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.248 @ 4' 3 15/16"0.412 Passed (L/399)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.03"2139 3022 395 5556 None
2 - Trimmer - SPF 3.00"3.00"2.61"2833 3795 532 7160 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 11" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 13.0 ----
1 - Uniform (PSF)0 to 8' 6"8'15.0 40.0 -Floor - Main
2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main
3 - Point (lb)2' 6"N/A 1015 1507 380
Linked from: Great
Window Rear,
Support 2
4 - Point (lb)6' 6"N/A 2062 2590 547
Linked from: Great
Window Rear,
Support 3
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Window
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 20 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5626 @ 1 1/2"7613 (3.00")Passed (74%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4417 @ 1' 1/2"6872 Passed (64%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)7015 @ 2' 7 7/8"10422 Passed (67%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.074 @ 2' 8 15/16"0.175 Passed (L/856)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.122 @ 2' 8 15/16"0.262 Passed (L/517)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.22"2233 3393 337 5963 None
2 - Trimmer - SPF 3.00"3.00"2.13"2121 3280 310 5711 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ----
1 - Uniform (PSF)0 to 5' 6"11'15.0 40.0 -Floor - Main
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main
3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)1' to 5' 6"11'15.0 40.0 -Floor - Upper
5 - Uniform (PLF)1' to 5' 6"N/A 80.0 --Wall - Upper
6 - Uniform (PLF)1' to 5' 6"N/A 100.0 --Wall - Gable
7 - Uniform (PSF)1' to 5' 6"3'20.0 -35.0 Snow - Main
8 - Point (lb)1'N/A 687 733 175
Linked from:
Kitchen Patio Door,
Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 21 / 22
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3201 @ 6' 4 1/2"5738 (3.00")Passed (56%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1567 @ 1' 1/4"3746 Passed (42%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3537 @ 2' 6"5147 Passed (69%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.021 @ 3' 2"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.053 @ 3' 1 7/8"0.313 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1097 740 196 2033 None
2 - Trimmer - SPF 3.00"3.00"1.67"1955 1170 492 3617 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 ----
1 - Uniform (PSF)0 to 6' 6"3'15.0 40.0 -Floor - Main
2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main
3 - Point (lb)2' 6"N/A 1007 565 316
Linked from: Dining
Window Rear,
Support 2
4 - Point (lb)6' 6"N/A 1099 565 372
Linked from: Dining
Window Rear,
Support 3
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 3/15/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Patio Door
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/24/2021 6:25:27 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0
File Name: 20246 Glenbrook Path, Lakeville, MN
Topaz - The Henrik
20246 Glenbrook Path, Lakeville, MN
2/25/21; #24687.2
Page 22 / 22
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%
92.1
Cfm's
" round duct OR
" metal duct
Not required per mech. code
X Passive
X Low: Other, describe:
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:
2.5
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.4/1/2021
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
One Ten Ten Homes, LLC
MN License Number
Lakeville20246 Glenbrook Path
BC730925
Mechanical room
110Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
66733
Heating Gain Cooling Load
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 4AC13N30P Model
Heating System
Natural Gas
Airflow
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
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):
29937Residential Load Calculation
SEER
/EER
200
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Capacity continuous ventilation rate in cfms:
92AF1UH090P16C
Heating Loss
Manufacturer Airflow
Natural Gas
Output
in Tons:
2.550
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 Training: ________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots.
No land disturbing activity may begin until a residential building permit has been issued.
I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER;
withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater
Permit (MN R 100001) or erosion and sediment control plan.
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
* 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 construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA)
X
KP
04/14/21