HomeMy WebLinkAboutLA198470 - 7099 182nd St W Permit PackCANNOT HOOK TO CITY SEWER/WATER
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. @ FRONTSEE COLUMN DETAILSHEET A-501ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING TYP.6" SMARTSIDE TRIMTYP. @ FRONT4 BD. 6" PLANKSSTYLE SHUTTERS 6" BUMPED OUT LOUVERW/ CORBELS3' - 6"CULTURED STONEW/ CONCRETE CAPADDRESS STONE 6" SMARTSIDE FRIEZE BOARD @ FRONT TYP.6" SMARTSIDE STORY BOARD TYP. @ FRONT4" SMARTSIDE WINDOW & DOOR TRIM TYP @ FRONT7" / 12"4" / 12"8" 12"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:12/7/2021 11:35:20 AMTHE ROS & LY RESIDENCEL1, B1 - GLACIER CREEK 4TH ADD'NA-201OTT26310.27.21 CB1629122899011.3.21 CB12.1.21 CB12.7.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULESA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/20/2021dmathews
24" RETURNS TYP.7" 12"4" 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.7" / 12"6" / 12"8" 12"24" RETURNS TYP.7" 12"6" 12"8" / 12"8" / 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12W/ 8:12 FASCIA LINES TO MATCH 7:128 ROOF VENTS REQUIRED 2 ROOF VENTS REQUIRED7" / 12"7" / 12"6" / 12"8" / 12"8" / 12"8" / 12"4" / 12"STANDARD ENERGY HEELS @ 4:12W/ 6:12 & 8:12 FASCIA LINES TO MATCH 4:12CRICKET8" / 12"8" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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:12/7/2021 11:35:21 AMTHE ROS & LY RESIDENCEL1, B1 - GLACIER CREEK 4TH ADD'NA-202OTT26310.27.21 CB1629122899011.3.21 CB12.1.21 CB12.7.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023RIGHT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit.
20' - 6"13' - 0"0' - 2"18' - 6"33' - 6"52' - 0"1' - 4 1/2"10' - 3" M.O.1' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4"0' - 4"*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY1' - 0"5' - 10"19' - 4"6' - 10"38' - 2"2' - 0"21' - 6"23' - 6"21' - 6"22' - 4"22' - 8"15' - 10"6' - 10"17' - 7 1/4"3' - 10 3/4"3' - 10 3/4"12' - 9 1/4"3' - 9 1/2"8' - 1 1/2"30' - 1"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.3' - 8"17' - 10"5' - 10 1/2"16' - 9 1/2"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT ANCHOR BOLTS ON EACH SIDE OF BEARING POINT 7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING 42' - 0"10' - 0"52' - 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.11' - 9"7' - 7"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE45' - 0"45' - 0"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY3' - 6 1/4"8' - 5 1/2"3' - 4 1/2"6' - 3 1/2"20' - 4 1/4"FOOTING SIZEBY OTHERSTHE 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:12/7/2021 11:35:22 AMTHE ROS & LY RESIDENCEL1, B1 - GLACIER CREEK 4TH ADD'NA-401OTT26310.27.21 CB1629122899011.3.21 CB12.1.21 CB12.7.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.4'-6"x4'-6"x12"w/ #5 bars 12" oc ea way.
UP 16RUNEXCAVATEDFURNACESUMPW. H.15' - 10"6' - 10"20' - 6"13' - 0"18' - 6"33' - 6"52' - 0"38' - 2"6' - 10"1' - 4 1/2"10' - 3" M.O.1' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"1' - 0"5' - 10"BEDROOM #623' - 6"21' - 6"21' - 6"2' - 0"SET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 19' - 4"22' - 8"2' - 7 1/4"15' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"75/0 x 6/8R.O. 5' -2" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"4' VANITYF. D.MECHANICALBATHUNEXCAVATEDFAMILY ROOM9' - 5"3' - 7"29' - 0"CO DET.SMOKEDET.SMOKEDET.42' - 0"INSULATE BETWEEN WALL & SLABR & SH. @ 68"21' - 6"16' - 8"2-2x102-9 1/2" LSLDROPPED2-9 1/2" LSL4' - 6"5' - 10"9' - 0"17' - 10"3' - 8"3' - 8"13' - 0"4' - 0"7' - 4"8' - 0"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT ANCHOR BOLTS ON EACH SIDE OF BEARING POINT 7' - 3"1' - 11"7' - 6"3-2x6*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2x6CS-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 NOTES84836 PIC TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"42/8 x 6/8R.O. 2' -10" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"42' - 0"10' - 0"52' - 0"22' - 4"7' - 0"16' - 6"10' - 9"7' - 9"2-9 1/2" LSL 3-9 1/2" LVL 4-TRIMMERS 4-2x6STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.CS-WSP2' - 8" B.W.P.224-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"116048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"45' - 0"45' - 0"3' x 4' F.G.SHWR W/SURROUND3-TRIMMERS 2-TRIMMERS 96/0 x 6/8 SLIDER15.6 FEET OF WALL BRACING REQUIRED BRACE TO FOUNDATION OR UNTIL MINIMUM IS MET 15.6 FEET OF WALL BRACING REQUIRED BRACE TO FOUNDATION OR UNTIL MINIMUM IS MET 42' - 0" (BRACED WALL LINE SPACING)21' - 6" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.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:12/7/2021 11:35:22 AMTHE ROS & LY RESIDENCEL1, B1 - GLACIER CREEK 4TH ADD'NA-402OTT26310.27.21 CB1629122899011.3.21 CB12.1.21 CB12.7.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON
UP 17RDN 16RDN 3RDN 3R42' - 0"10' - 0"OFFICESINKDW85/0 x 6/8 FULL VIEWR.O. 5' -2" x 6' -11"18' - 6"33' - 6"20' - 6"13' - 0"52' - 0"2' - 3"16' - 0"2' - 3"1' - 6"10' - 0"1' - 6"11' - 1"7' - 5"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILING IF FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE1116' x 8' O.H. GARAGE DOOR52/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"16' - 0"7' - 0"23' - 0"52' - 0"6' - 0"8' - 11"4' - 1"1010' x 8' O.H. GARAGE DOORGARAGE23' - 0"KNEE WALL W/ 14" SPINDLES @ 6' -10" H.H.ABOVE LANDINGR-38 MIN. INSULATIONIN FLOOR ABOVESEE COLUMN DETAILSHEET A-50196/0 x 6/8 SLIDER2' - 0"21' - 6"38' - 0"7' - 0"4' - 6"5' - 10"0' - 10"7' - 10"24" CANT. ABOVE 9' - 9"13' - 9"12' - 0"6' - 6"3' - 7 1/4"4' - 6"3' - 2"2' - 9"22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"36" REFMUD ROOMCLOSETKITCHENDINING0' - 4 1/2" TYP.36" GAS F.P.EQEQ11' - 0"12' - 0"3' - 5"11' - 0"7' - 1"16' - 6"6' - 0"1' - 0"PORCHPED. SINKPANTRY0' - 10"10' - 3"21' - 6"23' - 6"GREAT ROOMFOYER12' - 10"3' - 8"3' - 8"17' - 10"2' - 0"19' - 0"5' - 0"GIRDER TRUSS 2-16" LVL FLUSH2-11 7/8" LSL 2-2x12 2-2x8 DROPPED 2-2x10 W/2 TRIMMERS 2-9 1/2" LSL2-2x10 2-9 1/2" LSL CONT. W/2 TRIMMERS EA. SIDE2-9 1/2" LSL2-2x10 W/2 TRIMMERS 5' - 11 1/4"4' - 2"7' - 2"0' - 7"5' - 5"6' - 0"4' - 10"5x7 PSL5x12 PSL3-2x6 11' - 2"5' - 0"2' - 10"3' - 10"2' - 2"(5) 16" SH.1' - 6" B.W.P.B.W.P.2' - 3"B.W.P.2' - 3"2x620" FLOOR TRUSSES
PER MFG. SPACING
GIRDER TRUSS36" COOKTOP W/ WOOD HOOD ABOVE STAINED CABINETS 12" FLUSH SANCK BARR & SH. @ 68"BENCH W/HOOKSPORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS OVEN /MICRO2-2x10 FLUSH5' - 0"6' - 2"32/6 x 6/8R.O. 2' -8" x 6' -11"12' - 8"3' - 10"2-9 1/2" LSL20" BUILT-IN20" BUILT-IN2-2x10 2-2x10 R & SH. @ 68"TECH TUBE OVER FIREPLACE 10"x10" GYP. BD SOFFITKNEE WALL W/14" SPINDLES 4' - 0"6' - 9"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.45' - 0"22' - 0"45' - 0"POWDERCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES121-42-2160 SLR.O. 7' -0" x 5' -0"H.H. 6' -10"104860 PIC TEMP.R.O. 4' -0" x 5' -0"H.H. 12' -10"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"74242 SLR.O. 3' -6" x 3' -6"H.H. 7' -2"22/4 x 6/8R.O. 2' -6" x 6' -11"BOTTOM OF WINDOW FRAMED @ 44" A.F.F FIREPLACE SET 12" ABOVE FINISH FLOOR W/ TILE SURROUND WALL ABOVE BEARING ON FLOOR TRUSSES 12" CANT. ABOVE63/0 x 6/8 W/ 12" D.S. SL'S2-9 1/2" LSLMFG. ROOF TRUSSES@ 24" O.C.3-11 7/8" LVL FLUSH4-2x65' - 6"0' - 6"52' - 0" (BRACED WALL LINE SPACING)42' - 0" (BRACED WALL LINE SPACING)42' - 0" (BRACED WALL LINE SPACING)10' - 0" (BRACED WALL LINE SPACING)20' - 6" (BRACED WALL LINE SPACING)21' - 6" (BRACED WALL LINE SPACING)CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP8' - 6" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP6' - 0" B.W.P.CS-WSP2' - 8" B.W.P.1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.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:12/7/2021 11:35:24 AMTHE ROS & LY RESIDENCEL1, B1 - GLACIER CREEK 4TH ADD'NA-403OTT26310.27.21 CB1629122899011.3.21 CB12.1.21 CB12.7.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISONBWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.
DN 17RBEDROOM #542' - 0"8' - 4 1/8"17' - 11 7/8"8' - 8"7' - 0"SMOKEDET.SMOKEDET.ATTICACCESS12' - 0"9' - 0"21' - 0"3'-6" VANITY22/4 x 6/8R.O. 2' -6" x 6' -11"3.5:12BEDROOM #4BEDROOM #3CLOSETBATHEN SUITEOWNER'S SUITE22/4 x 6/8R.O. 2' -6" x 6' -11"40' - 0"38' - 0"1' - 0"1' - 0"40' - 0"17' - 10"3' - 8"3' - 8"14' - 10"4' - 6"5' - 10"31' - 8"3.5:122-2x102-2x102-9 1/2" LSL2-2x102-2x102-2x102-2x1042' - 0"12' - 2 1/4"6' - 1 1/2"19' - 8 1/4"6' - 0"6' - 0"5' - 5"3' - 7"21' - 6"18' - 6"KNEE WALL W/14" SPINDLES 11' - 2"5' - 4 1/2"6' - 2 1/2"10' - 3"5' - 0"6' - 5"5' - 3 1/4"3' - 1"0' - 8 1/4"2' - 2 3/4"4' - 0 3/4"3' - 4 1/2"2' - 0"11' - 10 1/2"15' - 4"4' - 7 1/2"1' - 10 1/2"6' - 8"2' - 6"0' - 10"10' - 2"11' - 7 3/4"2' - 6"3' - 2"10' - 10 1/4"6' - 8"7' - 2"GLASS PANEL SMOKEDET.10' - 2"3' - 4"1' - 2"7' - 1"4' - 11"5' - 0"0' - 6"3'x5' TUBSOAKING (1) SHAMPOO SHELF22/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 68"R & SH. @ 68"R & SH. @ 68"SMOKEDET.BEDROOM #22x62-2x10VAULT LINE 4-2x6CLOSETLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES324-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"52424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -10"116048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"63648 PIC. TEMP.R.O. 3' -0" x 4' -0"H.H. 6' -10"116048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"116048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"42/8 x 6/8R.O. 2' -10" x 6' -11"HALL22/4 x 6/8R.O. 2' -6" x 6' -11"60" F.G. BASEW/ C.T. WALLS12/4 SHWR DR.2x6(5) 16" SH.GIRDER TRUSS 32/6 x 6/8R.O. 2' -8" x 6' -11"3' - 8"116048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"75/0 x 6/8R.O. 5' -2" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"BASE 94842 SLR.O. 4' -0" x 3' -6"H.H. 6' -10"22/4 x 6/8R.O. 2' -6" x 6' -11"5' TUB/SHWR32/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"CO DET.SMOKEDET.1'-6" LINEN3' VANITYSMOKEDET.CO DET.12" BENCH22/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET5' TUB/SHWR3' - 5 3/4"R & SH.75/0 x 6/8R.O. 5' -2" x 6' -11"1' - 0"8' - 6 3/4"3' - 0 1/4"42/8 x 6/8R.O. 2' -10" x 6' -11"2x612' - 7"BATH #28'-10" VANITY32/6 x 6/8R.O. 2' -8" x 6' -11"SINK4-2x6WASHERDRYERCS-WSP2' - 8" B.W.P.42' - 0" (BRACED WALL LINE SPACING)38' - 0" (BRACED WALL LINE SPACING)42' - 0" (BRACED WALL LINE SPACING)38' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP3' - 6" B.W.P.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:12/7/2021 11:35:24 AMTHE ROS & LY RESIDENCEL1, B1 - GLACIER CREEK 4TH ADD'NA-404OTT26310.27.21 CB1629122899011.3.21 CB12.1.21 CB12.7.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.
1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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:12/7/2021 11:35:25 AMTHE ROS & LY RESIDENCEL1, B1 - GLACIER CREEK 4TH ADD'NA-501OTT26310.27.21 CB1629122899011.3.21 CB12.1.21 CB12.7.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/2" = 1'-0"A-5012TYP. COLUMNWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL UNIT COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 21-42-2160 SL 1 7' - 0" 5' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 24-48-2448 SL 1 8' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 24-48-2460 SL 1 8' - 0" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 2424 AWN FIXED 2 2' - 0" 2' - 0"6' - 10"5 WINDSOR NEXT DIMENSION 2424-3 AWN FIXED 1 6' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 3648 PIC. TEMP. 1 3' - 0" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 4242 SL 1 3' - 6" 3' - 6" 7' - 2"8 WINDSOR NEXT DIMENSION 4836 PIC TEMP. 1 4' - 0" 3' - 0"1' - 8 1/4"9 WINDSOR NEXT DIMENSION 4842 SL 1 4' - 0" 3' - 6" 6' - 10"10 WINDSOR NEXT DIMENSION 4860 PIC TEMP. 1 4' - 0" 5' - 0" 12' - 10"11 WINDSOR NEXT DIMENSION 6048 SL 5 5' - 0" 4' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION P4260/A24 T 3 3' - 6" 7' - 0" 8' - 0"3/8" = 1'-0"A-5013TYP. WALL SECTIONROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREA PLATE HEIGHT COMMENTSLOWER FLOOR BEDROOM #6 CARPET 192 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 639 SF 8' - 2" .LOWER FLOOR STAIRS CARPET 57 SF 8' - 2"LOWER FLOOR MECHANICAL UNFINISHED 131 SF 8' - 2" MECHANICALS MAY VERYLOWER FLOOR BATH VINYL 48 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 125 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM CARPET 256 SF 9' - 1 1/8" .MAIN FLOOR STAIRS CARPET 75 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 705 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR PORCH CONCRETE 111 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 60 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 30 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 171 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 188 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 19 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 153 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #5 CARPET 178 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 150 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 131 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 250 SF 8' - 1 1/8" VAULTEDUPPER FLOOR BEDROOM #2 CARPET 141 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 62 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 128 SF 8' - 1 1/8"UPPER FLOOR BATH VINYL 48 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE VINYL 134 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 56 SF 8' - 1 1/8"UPPER FLOOR BATH #2 VINYL 58 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 SHWR DR. 12 2/4 x 6/8 11 2' - 6" 6' - 11"3 2/6 x 6/8 6 2' - 8" 6' - 11"4 2/8 x 6/8 5 2' - 10" 6' - 11"5 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"6 3/0 x 6/8 W/ 12" D.S. SL'S 17 5/0 x 6/8 3 5' - 2" 6' - 11"8 5/0 x 6/8 FULL VIEW 1 5' - 2" 6' - 11"9 6/0 x 6/8 SLIDER 210 10' x 8' O.H. GARAGE DOOR 111 16' x 8' O.H. GARAGE DOOR 13" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:
6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF 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 WHERE REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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:12/7/2021 11:35:26 AMTHE ROS & LY RESIDENCEL1, B1 - GLACIER CREEK 4TH ADD'NA-502OTT26310.27.21 CB1629122899011.3.21 CB12.1.21 CB12.7.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5024TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5025BEARING WALL SECTION3/8" = 1'-0"A-5026METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5027GARAGE CEILING
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. @ FRONTSEE COLUMN DETAILSHEET A-501ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING TYP.6" SMARTSIDE TRIMTYP. @ FRONT4 BD. 6" PLANKSSTYLE SHUTTERS 6" BUMPED OUT LOUVERW/ CORBELS3' - 6"CULTURED STONEW/ CONCRETE CAPADDRESS STONE 6" SMARTSIDE FRIEZE BOARD @ FRONT TYP.6" SMARTSIDE STORY BOARD TYP. @ FRONT4" SMARTSIDE WINDOW & DOOR TRIM TYP @ FRONT7" / 12"4" / 12"8" 12"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. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/3/2021 4:58:15 PMTHE ROS & LY RESIDENCEL1, B3 - KNOB HILL 2ND ADD'NA-201OTT26310.27.21 CB1629122899011.3.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULESA-502 DETAILS
24" RETURNS TYP.7" 12"4" 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.7" / 12"6" / 12"8" 12"24" RETURNS TYP.7" 12"6" 12"8" / 12"8" / 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12W/ 8:12 FASCIA LINES TO MATCH 7:128 ROOF VENTS REQUIRED 2 ROOF VENTS REQUIRED7" / 12"7" / 12"6" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"STANDARD ENERGY HEELS @ 4:12W/ 6:12 & 8:12 FASCIA LINES TO MATCH 4:12CRICKETTHE 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. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/3/2021 4:58:16 PMTHE ROS & LY RESIDENCEL1, B3 - KNOB HILL 2ND ADD'NA-202OTT26310.27.21 CB1629122899011.3.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLAN
20' - 6"13' - 0"0' - 2"18' - 6"33' - 6"52' - 0"1' - 4 1/2"10' - 3" M.O.1' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4"0' - 4"*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY1' - 0"5' - 10"19' - 4"6' - 10"38' - 2"2' - 0"21' - 6"23' - 6"21' - 6"22' - 4"22' - 8"15' - 10"6' - 10"17' - 7 1/4"3' - 10 3/4"3' - 10 3/4"12' - 9 1/4"3' - 9 1/2"8' - 1 1/2"30' - 1"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.3' - 9"17' - 9"6' - 0"16' - 8"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT ANCHOR BOLTS ON EACH SIDE OF BEARING POINT 7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING 42' - 0"10' - 0"52' - 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.11' - 9"7' - 7"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE45' - 0"45' - 0"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" 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. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/3/2021 4:58:17 PMTHE ROS & LY RESIDENCEL1, B3 - KNOB HILL 2ND ADD'NA-401OTT26310.27.21 CB1629122899011.3.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/4" = 1'-0"A-4011FOUNDATION PLAN
UP 16RUNEXCAVATEDFURNACESUMPW. H.15' - 10"6' - 10"20' - 6"13' - 0"18' - 6"33' - 6"52' - 0"38' - 2"6' - 10"1' - 4 1/2"10' - 3" M.O.1' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"1' - 0"5' - 10"BEDROOM #623' - 6"21' - 6"21' - 6"2' - 0"SET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 19' - 4"22' - 8"2' - 7 1/4"15' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"75/0 x 6/8R.O. 5' -2" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"4' VANITYF. D.MECHANICALBATHUNEXCAVATEDFAMILY ROOM9' - 5"3' - 7"29' - 0"CO DET.SMOKEDET.SMOKEDET.42' - 0"INSULATE BETWEEN WALL & SLABR & SH. @ 68"21' - 6"16' - 8"2-2x102-9 1/2" LSLDROPPED2-9 1/2" LSL4' - 6"5' - 10"9' - 0"17' - 10"3' - 8"3' - 8"13' - 0"4' - 0"7' - 4"8' - 0"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT ANCHOR BOLTS ON EACH SIDE OF BEARING POINT 7' - 3"1' - 11"7' - 6"3-2x6*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2x6CS-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 NOTES84836 PIC TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"42/8 x 6/8R.O. 2' -10" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"42' - 0"10' - 0"52' - 0"22' - 4"96/0 x 6/8 SLIDER7' - 0"16' - 6"10' - 9"7' - 9"2-9 1/2" LSL W/2 TRIMMERS 3-9 1/2" LVL W/2 TRIMMERS 3-2x64-2x6STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.4' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 9" B.W.P.3' - 9" B.W.P.224-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"116048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"45' - 0"45' - 0"3' x 4' F.G.SHWR W/SURROUND1/4" = 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. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/3/2021 4:58:17 PMTHE ROS & LY RESIDENCEL1, B3 - KNOB HILL 2ND ADD'NA-402OTT26310.27.21 CB1629122899011.3.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON3 Trimmers2 Trimmers4 Trimmers
UP 17RDN 16RDN 3RDN 3R42' - 0"10' - 0"OFFICESINKDW85/0 x 6/8 FULL VIEWR.O. 5' -2" x 6' -11"18' - 6"33' - 6"20' - 6"13' - 0"52' - 0"2' - 3"16' - 0"2' - 3"1' - 6"10' - 0"1' - 6"11' - 1"7' - 5"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILING IF FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE1116' x 8' O.H. GARAGE DOOR52/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"16' - 0"7' - 0"23' - 0"52' - 0"6' - 0"8' - 11"4' - 1"1010' x 8' O.H. GARAGE DOORGARAGE23' - 0"KNEE WALL W/ 14" SPINDLES @ 6' -10" H.H.ABOVE LANDINGR-38 MIN. INSULATIONIN FLOOR ABOVESEE COLUMN DETAILSHEET A-50196/0 x 6/8 SLIDER2' - 0"21' - 6"38' - 0"6' - 0"1' - 0"4' - 6"5' - 10"0' - 10"7' - 10"24" CANT. ABOVE 9' - 9"13' - 9"12' - 0"6' - 6"3' - 7 1/4"4' - 6"3' - 2"2' - 9"22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"36" REFMUD ROOMCLOSETKITCHENDINING0' - 4 1/2" TYP.36" GAS F.P.EQEQ11' - 0"12' - 0"3' - 5"11' - 0"7' - 1"16' - 6"5' - 6"0' - 6"PORCHPED. SINKPANTRY0' - 10"10' - 3"21' - 6"23' - 6"GREAT ROOMFOYER12' - 10"3' - 8"3' - 8"17' - 10"2' - 0"19' - 0"5' - 0"GIRDER TRUSS XXXXX2-11 7/8" LSL XXXX 2-2x8 DROPPED 2-2x10 W/2 TRIMMERS 2-9 1/2" LSL2-2x10 2-9 1/2" LSL CONT. W/2 TRIMMERS EA. SIDE2-9 1/2" LSL2-2x105' - 11 1/4"4' - 2"7' - 2"0' - 7"5' - 5"6' - 0"4' - 10"XXXX5x7 PSL3-2x6 11' - 2"5' - 0"2' - 10"3' - 10"2' - 2"(5) 16" SH.4' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.B.W.P.2' - 10"4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.1' - 6" B.W.P.B.W.P.2' - 3"B.W.P.2' - 3"4' - 0" B.W.P.B.W.P.2' - 8"B.W.P.2' - 6"2' - 8" B.W.P.4' - 0" B.W.P.2' - 3" B.W.P.4' - 0" B.W.P.2x620" FLOOR TRUSSESPER MFG. SPACINGGIRDER TRUSS36" COOKTOP W/ WOOD HOOD ABOVE STAINED CABINETS 12" FLUSH SANCK BARR & SH. @ 68"BENCH W/HOOKSPORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS OVEN /MICRO2-2x10 FLUSH5' - 0"6' - 2"32/6 x 6/8R.O. 2' -8" x 6' -11"12' - 8"3' - 10"2-9 1/2" LSL20" BUILT-IN20" BUILT-IN2-2x10 2-2x10 R & SH. @ 68"TECH TUBE OVER FIREPLACE 10"x10" GYP. BD SOFFITKNEE WALL W/14" SPINDLES 4' - 0"6' - 9"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSES
PER MFG. SPACING
MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.45' - 0"22' - 0"45' - 0"POWDERCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES121-42-2160 SLR.O. 7' -0" x 5' -0"H.H. 6' -10"104860 PIC TEMP.R.O. 4' -0" x 5' -0"H.H. 12' -10"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"12P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"74242 SLR.O. 3' -6" x 3' -6"H.H. 7' -2"22/4 x 6/8R.O. 2' -6" x 6' -11"BOTTOM OF WINDOW FRAMED @ 44" A.F.F FIREPLACE SET 12" ABOVE FINISH FLOOR W/ TILE SURROUND WALL ABOVE BEARING ON FLOOR TRUSSES 12" CANT. ABOVE63/0 x 6/8 W/ 12" D.S. SL'SBRACED WALL DESIGN TO BE UPDATED WHEN PLAN IS FINISHED 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/3/2021 4:58:19 PMTHE ROS & LY RESIDENCEL1, B3 - KNOB HILL 2ND ADD'NA-403OTT26310.27.21 CB1629122899011.3.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON5x7 PSL4-2x62-2x122-9 1/2" LSL2-16" LVL Flush3-11 7/8" LVL Flush3-2x65x12 PSL2 Trimmers
DN 17RBEDROOM #542' - 0"8' - 4 1/8"17' - 11 7/8"8' - 8"7' - 0"SMOKEDET.SMOKEDET.ATTICACCESS12' - 0"9' - 0"21' - 0"3'-6" VANITY22/4 x 6/8R.O. 2' -6" x 6' -11"3.5:12BEDROOM #4BEDROOM #3CLOSETBATHEN SUITEOWNER'S SUITE22/4 x 6/8R.O. 2' -6" x 6' -11"40' - 0"38' - 0"1' - 0"1' - 0"40' - 0"17' - 10"3' - 8"3' - 8"14' - 10"4' - 6"5' - 10"31' - 8"3.5:122-2x102-2x102-9 1/2" LSL2-2x102-2x102-2x102-2x1042' - 0"12' - 2 1/4"6' - 1 1/2"19' - 8 1/4"6' - 0"6' - 0"5' - 5"3' - 7"4' - 6 1/4"9' - 0"7' - 11 3/4"18' - 6"KNEE WALL W/14" SPINDLES 11' - 2"5' - 4 1/2"6' - 2 1/2"10' - 3"5' - 0"6' - 5"5' - 3 1/4"3' - 1"0' - 8 1/4"2' - 2 3/4"4' - 0 3/4"3' - 4 1/2"2' - 0"11' - 10 1/2"15' - 4"4' - 3"2' - 3"6' - 8"2' - 6"0' - 10"10' - 2"11' - 7 3/4"2' - 6"3' - 2"10' - 10 1/4"6' - 8"7' - 2"GLASS PANEL 3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.SMOKEDET.10' - 2"3' - 4"1' - 2"7' - 1"4' - 11"5' - 0"0' - 6"3'x5' TUBSOAKING (1) SHAMPOO SHELF22/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 68"R & SH. @ 68"R & SH. @ 68"SMOKEDET.BEDROOM #23' - 0" B.W.P.2x62-2x10VAULT LINE 3-2x6CLOSETLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES324-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"52424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -10"116048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"63648 PIC. TEMP.R.O. 3' -0" x 4' -0"H.H. 6' -10"116048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"116048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"42/8 x 6/8R.O. 2' -10" x 6' -11"HALL42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"22/4 x 6/8R.O. 2' -6" x 6' -11"60" F.G. BASEW/ C.T. WALLS12/4 SHWR DR.2x6(5) 16" SH.GIRDER TRUSS 32/6 x 6/8R.O. 2' -8" x 6' -11"3' - 8"116048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"75/0 x 6/8R.O. 5' -2" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"BASE 94842 SLR.O. 4' -0" x 3' -6"H.H. 6' -10"22/4 x 6/8R.O. 2' -6" x 6' -11"5' TUB/SHWR32/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"CO DET.SMOKEDET.1'-6" LINEN3' VANITYSMOKEDET.CO DET.12" BENCH22/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET5' TUB/SHWR3' - 5 3/4"R & SH.75/0 x 6/8R.O. 5' -2" x 6' -11"1' - 0"8' - 6 3/4"3' - 0 1/4"42/8 x 6/8R.O. 2' -10" x 6' -11"2x612' - 7"BATH #28'-10" VANITY32/6 x 6/8R.O. 2' -8" x 6' -11"DRYERWASHERSINKTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/3/2021 4:58:20 PMTHE ROS & LY RESIDENCEL1, B3 - KNOB HILL 2ND ADD'NA-404OTT26310.27.21 CB1629122899011.3.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/4" = 1'-0"A-4041UPPER FLOOR PLAN2-2x102-2x104-2x64-2x6
1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/3/2021 4:58:20 PMTHE ROS & LY RESIDENCEL1, B3 - KNOB HILL 2ND ADD'NA-501OTT26310.27.21 CB1629122899011.3.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/2" = 1'-0"A-5012TYP. COLUMNWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL UNIT COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 21-42-2160 SL 1 7' - 0" 5' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 24-48-2448 SL 1 8' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 24-48-2460 SL 1 8' - 0" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 2424 AWN FIXED 4 2' - 0" 2' - 0"6' - 10"5 WINDSOR NEXT DIMENSION 2424-3 AWN FIXED 1 6' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 3648 PIC. TEMP. 1 3' - 0" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 4242 SL 1 3' - 6" 3' - 6" 7' - 2"8 WINDSOR NEXT DIMENSION 4836 PIC TEMP. 1 4' - 0" 3' - 0"1' - 8 1/4"9 WINDSOR NEXT DIMENSION 4842 SL 1 4' - 0" 3' - 6" 6' - 10"10 WINDSOR NEXT DIMENSION 4860 PIC TEMP. 1 4' - 0" 5' - 0" 12' - 10"11 WINDSOR NEXT DIMENSION 6048 SL 5 5' - 0" 4' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION P4260/A24 T 3 3' - 6" 7' - 0" 8' - 0"3/8" = 1'-0"A-5013TYP. WALL SECTIONROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREA PLATE HEIGHT COMMENTSLOWER FLOOR BEDROOM #6 CARPET 192 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 639 SF 8' - 2" .LOWER FLOOR STAIRS CARPET 57 SF 8' - 2"LOWER FLOOR MECHANICAL UNFINISHED 131 SF 8' - 2" MECHANICALS MAY VERYLOWER FLOOR BATH VINYL 48 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 125 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM CARPET 256 SF 9' - 1 1/8" .MAIN FLOOR STAIRS CARPET 75 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 705 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR PORCH CONCRETE 111 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 60 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 30 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 171 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 188 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 19 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 153 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #5 CARPET 178 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 150 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 131 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 250 SF 8' - 1 1/8" VAULTEDUPPER FLOOR BEDROOM #2 CARPET 141 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 62 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 128 SF 8' - 1 1/8"UPPER FLOOR BATH VINYL 48 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE VINYL 134 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 56 SF 8' - 1 1/8"UPPER FLOOR BATH #2 VINYL 58 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 SHWR DR. 12 2/4 x 6/8 11 2' - 6" 6' - 11"3 2/6 x 6/8 6 2' - 8" 6' - 11"4 2/8 x 6/8 5 2' - 10" 6' - 11"5 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"6 3/0 x 6/8 W/ 12" D.S. SL'S 17 5/0 x 6/8 3 5' - 2" 6' - 11"8 5/0 x 6/8 FULL VIEW 1 5' - 2" 6' - 11"9 6/0 x 6/8 SLIDER 210 10' x 8' O.H. GARAGE DOOR 111 16' x 8' O.H. GARAGE DOOR 13" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:
6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF 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 WHERE REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/3/2021 4:58:21 PMTHE ROS & LY RESIDENCEL1, B3 - KNOB HILL 2ND ADD'NA-502OTT26310.27.21 CB1629122899011.3.21 CB10.13.21 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3847THE MADISON1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5024TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5025BEARING WALL SECTION3/8" = 1'-0"A-5026METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5027GARAGE CEILING
Upper Level
Member Name Results Current Solution Comments
Owners Suite Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Owners Bathoom Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Bedroom #2 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Main Level
Member Name Results Current Solution Comments
Flush Garage End (V)Passed 2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
Flush Garage Middle (V)Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Flush Foyer (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Great Room Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Dining Room Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Kitchen Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Mudroom Entry Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Garage 9' OHD Passed 2 piece(s) 2 x 12 SPF No.1/No.2
Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Foyer Front Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Office Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Drop Beam over Front Porch (H)Passed 2 piece(s) 2 x 8 SPF No.1/No.2
Lower Level
Member Name Results Current Solution Comments
Drop Hallway (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Family Room Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Family Room Window End Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
L1 B3 Knob Hill 2nd - OTT263
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 1 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4836 @ 1 1/2"7613 (3.00")Passed (64%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3651 @ 1' 1/2"7902 Passed (46%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9681 @ 4' 3"11985 Passed (81%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.220 @ 4' 3"0.275 Passed (L/450)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.349 @ 4' 3"0.412 Passed (L/283)--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"1.91"1787 3049 4836 None
2 - Trimmer - SPF 3.00"3.00"1.91"1787 3049 4836 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 10" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 --
1 - Uniform (PSF)0 to 8' 6"20' 6"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 11/3/21.
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, Owners Suite Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 2 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1844 @ 0 1913 (1.50")Passed (96%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)827 @ 10 3/4"2872 Passed (29%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1498 @ 1' 7 1/2"3946 Passed (38%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.007 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.010 @ 1' 7 1/2"0.162 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"678 1166 1844 None
2 - Trimmer - SPF 1.50"1.50"1.50"678 1166 1844 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 3" o/c
Bottom Edge (Lu)3' 3" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 3"20' 6"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 11/3/21.
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, Owners Bathoom Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 3 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3120 @ 1 1/2"3825 (3.00")Passed (82%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1962 @ 1' 1/4"2872 Passed (68%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3909 @ 2' 9"3946 Passed (99%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.044 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.070 @ 2' 9"0.262 Passed (L/900)--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"2.45"1147 1973 3120 None
2 - Trimmer - SPF 3.00"3.00"2.45"1147 1973 3120 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)1' 5" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 6"20' 6"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 11/3/21.
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 SPF No.1/No.2
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 4 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5711 @ 6"5711 (2.18")Passed (100%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)4720 @ 1' 10"12236 Passed (39%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)24008 @ 9' 15/16"35781 Passed (67%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.251 @ 9' 1"0.429 Passed (L/822)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.582 @ 9' 1"0.858 Passed (L/354)--1.0 D + 1.0 S (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 Snow Total Accessories
1 - Hanger on 16" SPF beam 6.00"Hanger¹2.18"3330 324 2821 6475 See note ¹
2 - Trimmer - SPF 5.50"5.50"2.29"3311 356 2499 6166 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 9" o/c
Bottom Edge (Lu)17' 6" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger HGUS412 4.00"N/A 56-10d 20-10d
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)6" to 18'N/A 16.3 ----
1 - Uniform (PSF)1' to 18' (Front)1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)1' to 18' (Front)N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 1' (Front)16'20.0 -35.0 Snow - Garage
4 - Uniform (PSF)1' to 18' (Front)5'20.0 -35.0 Snow - Garage
5 - Uniform (PLF)1' to 18' (Front)N/A 160.0 -105.0 Snow - Gable End
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 11/3/21.
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 Garage End (V)
2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 5 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)13366 @ 6"13366 (3.39")Passed (100%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)11975 @ 1' 5 7/8"13622 Passed (88%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)12663 @ 1' 6"30788 Passed (41%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.217 @ 8' 3 3/4"0.429 Passed (L/948)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.406 @ 8' 3 9/16"0.858 Passed (L/507)--1.0 D + 0.75 L + 0.75 S (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 Snow Total Accessories
1 - Hanger on 11 7/8" SPF beam 6.00"Hanger¹3.39"5928 668 8132 14728 See note ¹
2 - Trimmer - SPF 5.50"5.50"1.50"737 712 452 1901 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)17' 6" o/c
Bottom Edge (Lu)17' 6" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger Connector not found N/A N/A N/A N/A
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)6" to 18'N/A 18.2 ----
1 - Point (lb)1' 6" (Front)N/A 5004 -7350
Linked from: GT1 -
Upper (H), Support
1
2 - Uniform (PSF)0 to 1' 6" (Front)11'20.0 -35.0 Snow - Garage
3 - Uniform (PSF)0 to 1' 6" (Front)1'15.0 40.0 -Floor - Upper
4 - Uniform (PSF)1' 6" to 18' (Front)2'15.0 40.0 -Floor - Upper
5 - Uniform (PLF)0 to 1' 6" (Front)N/A 80.0 --Wall - Upper
6 - Uniform (PSF)0 to 1' 6" (Front)12' 6"20.0 -35.0 Snow - Main
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 Garage Middle (V)
3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 6 / 23
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 11/3/21.
Weyerhaeuser Notes
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 7 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3958 @ 7' 5"7613 (3.00")Passed (52%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2858 @ 1' 1"6872 Passed (42%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)6934 @ 3' 9 1/2"10422 Passed (67%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.144 @ 3' 9 1/2"0.181 Passed (L/603)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.200 @ 3' 9 1/2"0.363 Passed (L/434)--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 3.50"3.50"1.58"1120 2882 4002 None
2 - Trimmer - SPF 3.00"3.00"1.56"1108 2850 3958 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 7" o/c
Bottom Edge (Lu)7' 7" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 7' 6 1/2"N/A 10.4 --
1 - Uniform (PSF)0 to 7' 6 1/2" (Front)19'15.0 40.0 Floor - Upper Level
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 11/3/21.
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 Foyer (H)
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 8 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9560 @ 7' 9 3/4"11419 (4.50")Passed (84%)--1.0 D + 0.75 L + 0.75 S (Adj Spans)
Shear (lbs)3833 @ 8' 9 1/2"7902 Passed (49%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-3209 @ 7' 9 3/4"11985 Passed (27%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans)
Live Load Defl. (in)0.020 @ 9' 8 7/8"0.127 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.035 @ 9' 9 3/16"0.191 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.09"2162 668/-137 3135 5965/-
137 None
2 - Trimmer - SPF 4.50"4.50"1.50"1134 2086 113/-349 3333/-
349 None
3 - Trimmer - SPF 4.50"4.50"3.77"4166 2893 4300 11359 None
4 - Trimmer - SPF 3.00"3.00"1.50"1253 806/-172 1558 3617/-
172 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 Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 9"N/A 10.4 ----
1 - Uniform (PSF)0 to 6' 7"9'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)6' 7" to 11' 9"11'15.0 40.0 -Floor - Upper Level
3 - Uniform (PLF)0 to 11' 9"N/A 80.0 --Wall - Upper Level
4 - Uniform (PSF)0 to 5"20' 6"20.0 -35.0 Snow - Main
5 - Uniform (PSF)8' 5" to 11' 9"20' 6"20.0 -35.0 Snow - Main
6 - Point (lb)6' 7"N/A 800 1200 -Floor Girder
7 - Point (lb)5"N/A 1787 -3049
Linked from:
Owners Suite
Window, Support 1
8 - Point (lb)8' 5"N/A 1787 -3049
Linked from:
Owners 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, Great Room Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 9 / 23
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 11/3/21.
Weyerhaeuser Notes
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 10 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5086 @ 1 1/2"7613 (3.00")Passed (67%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3489 @ 1' 1/2"7902 Passed (44%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)7811 @ 3' 3 13/16"11985 Passed (65%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.096 @ 3' 2 3/8"0.208 Passed (L/779)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.170 @ 3' 2 3/8"0.313 Passed (L/440)--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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.00"2210 1430 2405 6045 None
2 - Trimmer - SPF 3.00"3.00"1.50"1597 1430 1332 4359 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 Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ----
1 - Uniform (PSF)0 to 6' 6"11'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3' 7"20' 6"20.0 -35.0 Snow - Main
4 - Point (lb)3' 7"N/A 678 -1166
Linked from:
Owners Bathoom
Window, 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 11/3/21.
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, Dining Room Patio Door
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 11 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1304 @ 0 3806 (1.50")Passed (34%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)666 @ 11"6872 Passed (10%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1222 @ 1' 10 1/2"10422 Passed (12%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.009 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.013 @ 1' 10 1/2"0.188 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"479 825 1304 None
2 - Trimmer - SPF 1.50"1.50"1.50"479 825 1304 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 9" o/c
Bottom Edge (Lu)3' 9" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 9"N/A 10.4 --
1 - Uniform (PSF)0 to 3' 9"11'15.0 40.0 Floor - Upper Level
2 - Uniform (PLF)0 to 3' 9"N/A 80.0 -Wall - Upper Level
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 11/3/21.
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 Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 12 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2132 @ 1 1/2"3825 (3.00")Passed (56%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)826 @ 1' 1/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1520 @ 1' 8"3431 Passed (44%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.009 @ 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 Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.67"590 1542 2132 None
2 - Trimmer - SPF 3.00"3.00"1.67"590 1542 2132 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
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 4"23' 1 1/2"15.0 40.0 Floor - Upper Level
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 11/3/21.
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, Mudroom Entry Door
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 13 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1736 @ 1 1/2"3825 (3.00")Passed (45%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1313 @ 1' 2 1/4"3493 Passed (38%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4017 @ 4' 10 1/2"5306 Passed (76%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.058 @ 4' 10 1/2"0.317 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.131 @ 4' 10 1/2"0.475 Passed (L/871)--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"968 768 1736 None
2 - Trimmer - SPF 3.00"3.00"1.50"968 768 1736 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 7" o/c
Bottom Edge (Lu)9' 9" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 9"N/A 8.6 --
1 - Uniform (PSF)0 to 9' 9"3'20.0 35.0 Snow - Garage
2 - Uniform (PSF)0 to 9' 9"1'100.0 -Wall - Gable
3 - Uniform (PSF)0 to 9' 9"1' 6"20.0 35.0 Snow - Monos
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 11/3/21.
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, Garage 9' OHD
2 piece(s) 2 x 12 SPF No.1/No.2
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 14 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--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"1449 879 2328 None
2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 9" o/c
Bottom Edge (Lu)16' 9" o/c
Dead Snow
Vertical Loads Location 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"3'20.0 35.0 Snow - Garage
2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable
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 11/3/21.
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, Garage 16' OHD
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 15 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2542 @ 1 1/2"3825 (3.00")Passed (66%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1541 @ 1' 1/4"2498 Passed (62%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3269 @ 3' 1"3431 Passed (95%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.040 @ 3' 1"0.197 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.082 @ 3' 1"0.296 Passed (L/865)--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"1.99"1317 987 648 2952 None
2 - Trimmer - SPF 3.00"3.00"1.99"1317 987 648 2952 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 2" o/c
Bottom Edge (Lu)6' 2" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 2"N/A 7.0 ----
1 - Uniform (PSF)0 to 6' 2"8'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 6' 2"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 6' 2"3'20.0 -35.0 Snow - Porch
4 - Uniform (PSF)0 to 6' 2"3'20.0 -35.0 Snow - Main
5 - Uniform (PLF)0 to 6' 2"N/A 100.0 --Wall - Gable
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 11/3/21.
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, Foyer Front Door
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 16 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3016 @ 1 1/2"7613 (3.00")Passed (40%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2053 @ 1' 1/2"6872 Passed (30%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4980 @ 3' 9"10422 Passed (48%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.073 @ 3' 9"0.242 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.153 @ 3' 9"0.363 Passed (L/570)--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.
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"1567 1275 656 3498 None
2 - Trimmer - SPF 3.00"3.00"1.50"1567 1275 656 3498 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 6" o/c
Bottom Edge (Lu)7' 6" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 7' 6"N/A 10.4 ----
1 - Uniform (PSF)0 to 7' 6"8' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 7' 6"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 7' 6"2'20.0 -35.0 Snow - Porch
4 - Uniform (PSF)0 to 7' 6"3'20.0 -35.0 Snow - Main
5 - Uniform (PLF)0 to 7' 6"N/A 100.0 --Wall - Gable
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 11/3/21.
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) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 17 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2752 @ 11' 1 1/2"7013 (5.50")Passed (39%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1214 @ 10' 3 1/2"2251 Passed (54%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-2543 @ 11' 1 1/2"2645 Passed (96%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.151 @ 5' 6 1/4"0.343 Passed (L/818)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.230 @ 5' 5 11/16"0.515 Passed (L/538)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Overhang deflection criteria: LL (2L/360) and TL (2L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"421 714 1135 None
2 - Stud wall - SPF 5.50"5.50"2.16"1039 1713 2752 Blocking
3 - Trimmer - SPF 5.50"5.50"1.50"305 578 883 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)13' 9" o/c
Bottom Edge (Lu)4' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 19'N/A 5.5 --
1 - Uniform (PSF)0 to 12' (Front)4'20.0 35.0 Snow - Porch
2 - Uniform (PSF)12' to 19' (Front)5'20.0 35.0 Snow - Porch
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 11/3/21.
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, Drop Beam over Front Porch (H)
2 piece(s) 2 x 8 SPF No.1/No.2
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 18 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2243 @ 0 2231 (1.50")Passed (101%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1275 @ 11"6872 Passed (19%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2383 @ 2' 1 1/2"10422 Passed (23%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.022 @ 2' 1 1/2"0.106 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.031 @ 2' 1 1/2"0.213 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.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - SPF 1.50"1.50"1.51"628 1615 2243 Blocking
2 - Stud wall - SPF 1.50"1.50"1.51"628 1615 2243 Blocking
•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 Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 10.4 --
1 - Uniform (PSF)0 to 4' 3" (Front)19'15.0 40.0 Floor - Main Level
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 11/3/21.
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, Drop Hallway (H)
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 19 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group]
Member Reaction (lbs)4670 @ 5' 4 1/2"7613 (3.00")Passed (61%)--1.0 D + 1.0 L (All Spans) [1]
Shear (lbs)3685 @ 4' 5 1/2"6872 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) [1]
Moment (Ft-lbs)6873 @ 3' 6"10422 Passed (66%)1.00 1.0 D + 1.0 L (All Spans) [1]
Live Load Defl. (in)0.072 @ 2' 9 15/16"0.175 Passed (L/874)--1.0 D + 1.0 L (All Spans) [1]
Total Load Defl. (in)0.109 @ 2' 9 15/16"0.262 Passed (L/579)--1.0 D + 1.0 L (All Spans) [1]
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"1.50"1245 2505 40/-125 3790/-
125 None
2 - Trimmer - SPF 3.00"3.00"1.84"1569 3101 73/-224 4743/-
224 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 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"9'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck
4 - Point (lb)3' 6"N/A 1134 2086 113/-349
Linked from: Great
Room 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 11/3/21.
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 #5 Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 20 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6514 @ 6' 6"7613 (3.00")Passed (86%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2331 @ 1' 2"6872 Passed (34%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5153 @ 3' 4 1/2"10422 Passed (49%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.079 @ 3' 4 1/2"0.208 Passed (L/944)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.117 @ 3' 4 1/2"0.313 Passed (L/644)--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 4.50"4.50"3.17"3342 3860 2405 9607 None
2 - Trimmer - SPF 3.00"3.00"2.57"2687 3770 1332 7789 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 Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 7 1/2"N/A 10.4 ----
1 - Uniform (PSF)0 to 6' 7 1/2"11'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 6' 7 1/2"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 6' 7 1/2"7'10.0 40.0 -Floor - Deck
4 - Point (lb)0 N/A 2210 1430 2405
Linked from: Dining
Room Patio Door,
Support 1
5 - Point (lb)6' 7 1/2"N/A 1597 1430 1332
Linked from: Dining
Room 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 11/3/21.
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 Room Patio Door
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 21 / 23
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)10634 @ 8' 4 1/2"11419 (3.00")Passed (93%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)7151 @ 7' 5 1/2"9476 Passed (75%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)17575 @ 3' 9"17662 Passed (100%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.202 @ 4' 1 15/16"0.275 Passed (L/489)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.346 @ 4' 1 7/8"0.412 Passed (L/286)--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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.75"4362 4968 3196 12526 None
2 - Trimmer - SPF 3.00"3.00"2.79"4436 5002 3261 12699 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 2" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 14.5 ----
1 - Uniform (PSF)0 to 8' 6"11'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 3' 9"11'15.0 40.0 -Floor - Upper Level
4 - Uniform (PSF)7' 3" to 8' 6"11'15.0 40.0 -Floor - Upper Level
5 - Uniform (PLF)0 to 3' 9"N/A 80.0 --Wall - Upper Level
6 - Uniform (PLF)7' 3" to 8' 6"N/A 80.0 --Wall - Upper Level
7 - Uniform (PSF)0 to 2' 6"20' 6"20.0 -35.0 Snow - Main
8 - Uniform (PSF)7' 6" to 8' 6"20' 6"20.0 -35.0 Snow - Main
9 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck
10 - Point (lb)2' 6"N/A 1147 -1973
Linked from:
Bedroom #2
Window, Support 1
11 - Point (lb)7' 6"N/A 1147 -1973
Linked from:
Bedroom #2
Window, Support 2
12 - Point (lb)3' 9"N/A 479 825 -
Linked from:
Kitchen Window,
Support 1
13 - Point (lb)7' 3"N/A 479 825 -
Linked from:
Kitchen 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
Lower Level, Family Room Window End
3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 22 / 23
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 11/3/21.
Weyerhaeuser Notes
ForteWEB Software Operator Job Notes 11/23/2021 5:39:16 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: L1 B3 Knob Hill 2nd - OTT263
Topaz - Madison Custom
L1 B3 Knob Hill 2nd - OTT263
11/23/21; #25217
Page 23 / 23
12/16/21XKP