HomeMy WebLinkAboutLA181557 - 20390 Greenwood Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
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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 FLOOR1018.7'UPPER PLATE1037.6'T.O. FOUNDATION1017.0'T.O. FOUNDATION1017.0'MAIN PLATE1027.8'MAIN PLATE1027.8'UPPER FLOOR1029.5'MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"128GARAGE PLATE HEIGHT10' - 9 3/8"VINYL SHAKES TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAIL A-5014" SMARTSIDE TRIM@ WINDOWS & DOORS FRONT TYP.7:127:12ADDRESS STONE 1' - 0"3' - 0"(2) 8x8x36 CORBELSSMARTSIDE CORNERTRIM @ FRONT TYP.7:12VINYL BOARD & BATTEN TYP.6" SMARTSIDE STORYBOARD VINYL SIDING @ FRONT TYP.6" SMARTSIDE FRIEZE BOARDLOUVER1288:12THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/5/2020 3:25:25 PMTHE PREST &BRAULICK RESIDENCEL12, B2 - ASPEN GROVE20390 GREENWOOD AVENUELAKEVILLE, MN 55044A-201OTT1335.8.20 CB169913009915.11.20 CB5.26.20 CB5.26.20 CB6.5.20 TP4.29.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MAVERICK XL39901/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILSA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode06/24/2020dmathews
8:12 8:1224" RETURN TYP.1278:12 8:12 ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @SIDES & REAR1281281288:12 TYP.7:128:12 12724" RETURN TYP.8:12 RETAIN AS REQUIRED 8:12STANDARD ENERGY HEELS@ 7:12 & 8:1218" OVERHANGS & 12" RAKES TYP8 ROOF VENTS REQUIRED 7:127:128:128:128:12STANDARD ENERGY HEELS@ 7:12 W/ 8:12 TO MATCH8:127:127:122 ROOF VENTSREQUIRED 1 ROOF VENTREQUIRED 1 ROOF VENTREQUIRED 1 ROOF VENTREQUIRED 8:128:12THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/5/2020 3:25:26 PMTHE PREST &BRAULICK RESIDENCEL12, B2 - ASPEN GROVE20390 GREENWOOD AVENUELAKEVILLE, MN 55044A-202OTT1335.8.20 CB169913009915.11.20 CB5.26.20 CB5.26.20 CB6.5.20 TP4.29.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MAVERICK XL39901/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit.
9' - 10"18' - 6"35' - 6"22' - 0"13' - 6"2' - 4 1/2"9' - 3" M.O.1' - 10 1/2"2' - 10 1/2"16' - 3" M.O.2' - 10 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB8'-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.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.54' - 0"0' - 2"27' - 8"21' - 6"6' - 0"0' - 4"23' - 6"27' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT6' - 10"12' - 6"51' - 0"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"6' - 8 1/4"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.12' - 6"6' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.28' - 2 1/2"6' - 3 1/2"12' - 6"11' - 10"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY19' - 4"3' - 9 1/4"3' - 2 3/4"4' - 10"22' - 4"15' - 0"15' - 0"17' - 0"7' - 0"47' - 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.7' - 10"6' - 0"5' - 10"32' - 2"6' - 0"30' - 2"2' - 0"1' - 0"11' - 10"38' - 2"51' - 0"47' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.7' - 3 1/4"12' - 0 3/4"10' - 2 3/4"9' - 1 1/4"ANCHOR BOLTS TO EACH SIDE OF BEARING POINT42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY22' - 8"5' - 0"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITELEAVE A 12" GAP IN THE FOOTING FOR PLUMBING42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.2' - 0"15' - 0"54' - 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.RETAIN AS REQUIRED THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/5/2020 3:25:26 PMTHE PREST &BRAULICK RESIDENCEL12, B2 - ASPEN GROVE20390 GREENWOOD AVENUELAKEVILLE, MN 55044A-401OTT1335.8.20 CB169913009915.11.20 CB5.26.20 CB5.26.20 CB6.5.20 TP4.29.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MAVERICK XL39901/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UP 16RUNEXCAVATEDMECHANICAL /STORAGE9' - 10"11' - 10"22' - 0"13' - 6"0' - 2"18' - 6"35' - 6"2' - 0"10' - 11"19' - 3"2' - 9"3' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATEDSET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB0' - 4"54' - 0"6BEDROOM #4SUMPFLOOR GIRDERR & SH.1317' - 5"4' - 4"6' - 7"248" F.G. SHWR4'-6" VANITYBATHFURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALLW/ PAINTED 14" SPINDLES 1122' - 4"2' - 9"3' - 3"21' - 6"6' - 0"23' - 6"27' - 6"19' - 4"27' - 8"CO DET.SMOKEDET.3-14" LVL FLUSH2-2x105x5 PSL2-2x10 FLUSHANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT2' - 10 1/2"16' - 3" M.O.2' - 10 1/2"1' - 10 1/2"9' - 3" M.O.2' - 4 1/2"SMOKEDET.W. H.2-2x10F. D.2-2x107' - 8"4' - 2"7' - 6"2' - 6"9' - 4"9' - 3"4' - 9"12412' - 6"6' - 10"15' - 0"15' - 0"17' - 0"7' - 0"47' - 0"51' - 0"38' - 2"11' - 10"1' - 0"51' - 0"6' - 0"5' - 10"32' - 2"6' - 0"7' - 10"9' - 0"8' - 0"7' - 6"7' - 6"10' - 0"5' - 0"133-2x10 W/2 TRIMMERS3-11 7/8" LSL2' LINEN8812x632' - 0" (BRACED WALL PANEL LINE SPACING)3' - 0" B.W.P.7' - 0" B.W.P.2' - 0" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.4' - 0" B.W.P.23'-6" OF BRACED WALL REQUIRED3-2x105x5 PSL2-2x102-2x10ANCHOR BOLTS TO EACH SIDE OF BEARING POINTSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITEFAMILY ROOM18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGCS-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 NOTES54' - 0"RETAIN AS REQUIRED 2 TRIMMERS3 TRIMMERSPOINT LOAD ABOVE 4-2x6POINT LOAD ABOVE 3-2x611' - 5"1' - 10"2' - 6"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/5/2020 3:25:27 PMTHE PREST &BRAULICK RESIDENCEL12, B2 - ASPEN GROVE20390 GREENWOOD AVENUELAKEVILLE, MN 55044A-402OTT1335.8.20 CB169913009915.11.20 CB5.26.20 CB5.26.20 CB6.5.20 TP4.29.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MAVERICK XL39901/4" = 1'-0"A-4021LOWER FLOOR PLAN
DN 3RUP 17RDN 16R47' - 0"7' - 0"36" REFSINKDWPORCH22' - 0"13' - 6"3' - 0"16' - 0"3' - 0"2' - 0"9' - 0"2' - 6"1617' - 0"15' - 0"15' - 0"GARAGE28' - 0"74' - 0"4' - 6"23' - 6"27' - 6"51' - 0"FOYERGREAT ROOMDININGEQEQ12' - 0"10' - 0"RAILING 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAIL A-501ATTICACCESS12718' - 6"35' - 6"6' - 0"32' - 0"6' - 0"6' - 0"5' - 3"1' - 9"12' - 0"7' - 4 1/4"2' - 6"9' - 1 3/4"24' - 1"0' - 10"3' - 10"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESS 39"x73"OVEN /MICRO5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"2' - 2"1' - 8"4' - 10"6' - 0"PANTRYCLOSETFLEX ROOM36" GASCOOKTOPW/ WOOD HOOD ABOVE12" FLUSH S.B.SET F.P. @ 12" A.F.F NO HEARTH STONE TO MANTEL HEIGHT 2' - 11"13' - 1"6' - 0"2' - 9"3' - 3"9' - 0"8' - 0"7' - 6"7' - 6"10' - 0"5' - 0"1410967751' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDERKITCHENPOWDERR & SH.5x5 PSLGIRDER TRUSSGIRDER TRUSS2-2x102-2x102-2x102-2x10 W/ 2 TRIMMERS3-2x102-2x102-2x102-2x10 FLUSH2-11 7/8" LSLFLUSHB.W.P.4' - 0"B.W.P.8' - 0"B.W.P.3' - 0"B.W.P.5' - 0"B.W.P.2' - 6"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.3' - 0"B.W.P.3' - 0"PORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS B.W.P.12' - 0"B.W.P.4' - 0"B.W.P.4' - 0"SMOKEDET.2-2x102-2x106'-10" ABOVE LANDING10RECYCLE2' - 10"9' - 4"MUD RM.19' - 0"3-14" LVL FLUSH11' - 6"7' - 0"254' - 0"4' - 9"6' - 9"WALL ABOVE BEARINGON FLOOR TRUSSES 5' - 0"7' - 8"0' - 4"2' - 0"50" LINEAR ELEC. F.P.BUILT-INBUILT-INB.W.P.3' - 0"B.W.P.3' - 0"24R & SH.94' - 7"9' - 0"54' - 0"10' - 9"6' - 10"9' - 7"2' - 10"2' - 9"3' - 3"1' - 0"5' - 0"2' - 0"30' - 0"1' - 0"12' - 0"38' - 0"51' - 0"4' - 0 3/4"END PANELB.W.P.4' - 0"3-9 1/2" LSL DROPPED2-11 7/8" LVL FLUSH2-9 1/2" LSLFLUSH2-11 7/8' LSL2'-6" VANITYFURNITURE LEGSU.C. LIGHTSU.C. LIGHTSU.C. LIGHTSU.C. LIGHTS16" SH.12" SH.2R & SH.BENCH W/BEAD BD.& HOOKS1515150' - 3"4-20" LVL FLUSH5x5 PSL5X7 PSL5x5 PSL2-9 1/2" LSL DROPPEDHGUS410LUS28-2B.W.P.2' - 0"B.W.P.2' - 8"A.B.W.METHODA.B.W.METHODA.B.W.METHOD2-2x10 B.W.P.2' - 0"B.W.P.2' - 0"B.W.P.2' - 0"(3) ADDITIONAL DISC LIGHTS INGREAT ROOMU.C. LIGHTSSOFT CLOSE DRAWERS5x5 PSL2-2x6SPECIAL ORDER HANGERMGU3.63-SDS (H=9.25")W/ RIGHT FLANGE CONCEALED3-9 1/2" LSL CONT. 5x5 PSL8FUTURE DECK16" SH.3-11 7/8" LSLKNEE WALLW/ PAINTED 14" SPINDLES 4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.11B.W.P.4' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES15151511' - 4"1522' - 0"21' - 6"6' - 0"GAS LINESPIGOT2-2x10 CONT.2 TRIMMERS2 TRIMMERS2-2x10 FLUSH2-2x103-11 7/8" LVL4 TRIMMERS3 TRIMMERS1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/5/2020 3:25:27 PMTHE PREST &BRAULICK RESIDENCEL12, B2 - ASPEN GROVE20390 GREENWOOD AVENUELAKEVILLE, MN 55044A-403OTT1335.8.20 CB169913009915.11.20 CB5.26.20 CB5.26.20 CB6.5.20 TP4.29.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MAVERICK XL3990Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.Temper ifwithin 36"of landing.
DN 17R17' - 0"15' - 0"10' - 0"6' - 0"5' - 10"30' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.R & SH.CLOSETOWNER'S BATHOWNER'S SUITELOFTHALLBEDROOM #32' - 8"5' - 3"6' - 4"3' - 8"2' - 0"14' - 1"12' - 9"4' - 0"4' - 0"15' - 3"42242' - 0"16' - 0 1/2"1' - 3 3/4"4' - 1 3/4"3' - 10"6' - 3 3/4"3' - 2 1/4"7' - 2"8' - 6"8' - 6"7' - 6"7' - 6"16' - 9"19' - 3"12' - 3 1/2"27' - 8 1/2"314' - 10"3' - 5"6' - 7 1/4"3' - 7 3/4"8' - 2"5' - 4"R & SH.TYP.2' - 0"2-2x102-2x103-2x10 W/ 2 TRIMMERS2-9 1/2" LSL2-2x6 EA. SIDEB.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.2' - 3"ATTICACCESSWALL BEARING ONTRUSSES BELOW10'-10" ABOVE LANDING132' - 0"2' - 0"36' - 0"6' - 0"10' - 1"6' - 6"2' - 4"6' - 5"17' - 6"13' - 6"11' - 0"42' - 0"HALF WALL2' LINEN3' VANITY3' VANITY4225' TUB/SHWR32R & SH.R & SH.CLOSET8' - 9"8' - 9"4' - 4"4' - 7"4' - 7"5' - 3"5' - 9"46LAUNDRYBEDROOM #22CLOSETR & SH.7'-6" VANITY6' - 0"40' - 0"332BATHBATH2' - 0"SMOKEDET.B.W.P.3' - 0"B.W.P.2' - 3"2-9 1/2" LSL W/ 2 TRIMMERS 2-2x102-2x1046' - 0"6SHELFTILE SHOWERFANPAINTED WHITE CABINETS42" WALL W/GLASS PANELWASHERDRYERL.T.2x648" F.G. SHWRVAULT LINE 2x642112' - 0"5' - 11"4' - 4"3' - 3"2' - 6"CURBMAKE-UPLINEN46' - 0"MFG. 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 NOTES3' VANITY12" BOX VAULT2-2x104:124:12THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/5/2020 3:25:27 PMTHE PREST &BRAULICK RESIDENCEL12, B2 - ASPEN GROVE20390 GREENWOOD AVENUELAKEVILLE, MN 55044A-404OTT1335.8.20 CB169913009915.11.20 CB5.26.20 CB5.26.20 CB6.5.20 TP4.29.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MAVERICK XL39901/4" = 1'-0"A-4041UPPER FLOOR PLANTemper ifwithin 60"of floor.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" 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 TRUSS1' - 6"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL6x6 POSTFRAMING1' - 6"1' - 6"1' - 6"1' - 3"1' - 3"1' - 8"1' - 8"BRACED WALL PANEL HEIGHTFOR PANEL SPLICE (IF NEEDED)ADJOINING PANEL EDGESSHALL MEET OVER AND BEFASTENED TO COMMON FRAMING8d COMMON OR GALV. BOXNAILS @ 6" O.C. AT PANELEDGES FOR SINGLE STORY AND AT4" O.C. PANEL EDGES FOR THEFIRST OF 2 STORIES8d COMMON OR GALV. BOX NAILS@ 12" O.C. AT INTERIOR SUPPORTSMIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM. LAPBARS 15" MINIMUMPANEL MUST BE ATTACHED TOCONCRETE FOOTING OR CONCRETEFOUNDATION WALL CONTINUOUSOVER BRACED WALL LINETABLE R602.10.5PANEL LENGTH PERMIN. 3/8" (10mm) WOOD STRUCTURALPANEL SHEATHING ON ONE FACEMINIMUM 2x4 FRAMING, MINIMUMDOUBLE STUDS REQUIREDSTUDS UNDER HEADER ASREQUIRED IN IRC TABLE R502.5(1)(2) HOLD-DOWN OR (2) STRAP-TYPEANCHORS PER TABLE R602.10.6.1.(ONE OF EACH SHOWN FOR CLARITY.)STRAP-TYPE ANCHORS SHALL BEPERMITTED TO BE ATTACHED OVERTHE WOOD STRUCTURAL PANEL(2) 1/2" DIAMETER ANCHOR BOLTSLOCATED BETWEEN 6 AND 12 INCHESOF EACH END OF THE SEGMENTMINIMUM FOOTING SIZE UNDER OPENINGIS 12" x 12". A TURNED-DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/5/2020 3:25:28 PMTHE PREST &BRAULICK RESIDENCEL12, B2 - ASPEN GROVE20390 GREENWOOD AVENUELAKEVILLE, MN 55044A-501OTT1335.8.20 CB169913009915.11.20 CB5.26.20 CB5.26.20 CB6.5.20 TP4.29.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MAVERICK XL39903/8" = 1'-0"A-5011METHOD PFH - PORTAL FRAME WITH HOLD-DOWNSWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMETNS1 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 3 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 5' - 8 7/8"5 WINDSOR NEXT DIMENSION 1 3048 SH 2' - 6" 4' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 3060 SH 2' - 6" 5' - 0" 8' - 0"7 WINDSOR NEXT DIMENSION 3 3618 AWN FIXED 3' - 0" 1' - 6"8 WINDSOR NEXT DIMENSION 2 3648 SL 3' - 0" 4' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 1 3660 SH 3' - 0" 5' - 0" 8' - 0"10 WINDSOR NEXT DIMENSION 1 3672-2W SH 6' - 0" 6' - 0" 8' - 0"11 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0" 11' - 5"12 WINDSOR NEXT DIMENSION 1 4848 PIC 4' - 0" 4' - 0" 12' - 6 3/4"13 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"14 WINDSOR NEXT DIMENSION 1 7224 AWN FIXED 6' - 0" 2' - 0" 8' - 0"15 WINDSOR NEXT DIMENSION 6 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"1/2" = 1'-0"A-5014GARAGE CEILING1/2" = 1'-0"A-5012TYP. COLUMN3/8" = 1'-0"A-5013METHOD ABW - ALTERNATE BRACED WALL PANELSROOM FINISHED SCHEDULEFLOOR NAME FLOORING AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE 194 SF 8' - 2"LOWER FLOOR BEDROOM #4 CARPET 165 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 676 SF 8' - 2" .LOWER FLOOR BATH VINYL 62 SF 8' - 2" .MAIN FLOOR GARAGE754 SF 10' - 9 3/8"MAIN FLOOR FLEX ROOM CARPET 126 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 125 SF 9' - 1 1/8" .MAIN FLOOR FOYER LAMINATE 85 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM LAMINATE 279 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LAMINATE 342 SF 9' - 1 1/8" .MAIN FLOOR POWDER LAMINATE 39 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 28 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 25 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 65 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 85 SF 9' - 1 1/8" .UPPER FLOOR CLOSET28 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 85 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 239 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR LOFT CARPET 233 SF 8' - 1 1/8" VAULTUPPER FLOOR HALL CARPET 117 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 161 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 196 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 26 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 168 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 60 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 96 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 40 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/0 x 6/8 12 2/4 x 6/8 113 2/4 x 6/8 PKT 14 2/6 x 6/8 55 2/6 x 6/8 PKT 16 2/8 x 6/8 37 2/8 x 6/8 FIRE RATED 18 2/8 x 6/8 FULL VIEW 19 2/8 x 6/8 FULL VIEW 110 2/8 x 6/8 S.R.O. 111 3/0 x 6/8 W/ 12" D.S. SL'S 112 4/0 x 6/8 113 6/0 x 6/8 SLIDER 115 9' x 8' O.H. GARAGE DOOR 116 16' x 8' O.H. GARAGE DOOR 1
WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY 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 EDGES3/4" 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 FOOTINGSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/5/2020 3:25:29 PMTHE PREST &BRAULICK RESIDENCEL12, B2 - ASPEN GROVE20390 GREENWOOD AVENUELAKEVILLE, MN 55044A-502OTT1335.8.20 CB169913009915.11.20 CB5.26.20 CB5.26.20 CB6.5.20 TP4.29.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MAVERICK XL39903/8" = 1'-0"A-5021TYP. WALL SECTION1/2" = 1'-0"A-5022TYP. WALKOUT SECTION1/2" = 1'-0"A-5023TYP. LOOKOUT SECTION1/2" = 1'-0"A-5024TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5025TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP 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 LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:
Upper Level
Member Name Results Current Solution Comments
Loft Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owner's Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Stairs Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Main Level
Member Name Results Current Solution Comments
Flush Dining (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Flush Mud/Flex (V)Passed 4 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL
Flush Foyer (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Great Window Rear Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Flex Window Rear Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
9' Garage Door Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Flush Front Porch (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Flush Front Porch (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Drop Front Porch (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Drop Front Porch (H)Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Foyer Entry Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Great Window Side Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Lower Level
Member Name Results Current Solution Comments
Family Window Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bedroom Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
20390 Greenwood Ave, Lakeville, MN
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 1 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable
2 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/11/2020.
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, Loft Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 2 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1431 @ 0 1913 (1.50")Passed (75%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)292 @ 10 3/4"2872 Passed (10%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)805 @ 1' 1 1/2"3946 Passed (20%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.003 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise.
•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"525 906 1431 None
2 - Trimmer - SPF 1.50"1.50"1.50"525 906 1431 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 2' 3"23'20.0 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 NH; plan dated 5/11/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Owner's Bath Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 3 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4251 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2923 @ 1' 1/2"7902 Passed (37%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6564 @ 3' 4"11985 Passed (55%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.098 @ 3' 4"0.214 Passed (L/788)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.155 @ 3' 4"0.321 Passed (L/497)--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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 8" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 None
2 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 8"N/A 10.4 --
1 - Uniform (PSF)0 to 6' 8"23'20.0 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 NH; plan dated 5/11/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Stairs Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 4 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6040 @ 4"20934 (5.50")Passed (29%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4665 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)20363 @ 7' 5 15/16"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.245 @ 7' 6"0.358 Passed (L/703)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.346 @ 7' 6"0.717 Passed (L/498)--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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 15' o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 5.50"5.50"1.59"1764 4276 6040 None
2 - Trimmer - SPF 5.50"5.50"1.56"1737 4204 5941 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15'N/A 21.5 --
1 - Uniform (PSF)0 to 2' (Front)15'15.0 40.0 Floor - Upper Level
2 - Uniform (PSF)2' to 15' (Front)14'15.0 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 NH; plan dated 5/11/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Dining (H)
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 5 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)16922 @ 4"27913 (5.50")Passed (61%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)13653 @ 2' 1 1/2"30590 Passed (45%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)87514 @ 11'108474 Passed (81%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.487 @ 11'0.533 Passed (L/525)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.840 @ 11'1.067 Passed (L/305)--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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 22' o/c based on loads applied, unless detailed otherwise.
•Member should be side-loaded from both sides of the member or braced to prevent rotation.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 5.50"5.50"3.33"7104 440 9818 17362 None
2 - Trimmer - SPF 5.50"5.50"3.33"7104 440 9818 17362 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 22'N/A 40.8 ----
1 - Uniform (PSF)0 to 22' (Front)23'20.0 -35.0 Snow - Main
2 - Uniform (PSF)0 to 22' (Front)1'15.0 40.0 -Floor - Upper Level
3 - Uniform (PLF)0 to 22' (Front)N/A 80.0 --Wall - Upper Level
4 - Uniform (PSF)0 to 22' (Front)2' 6"20.0 -35.0 Snow - Lower
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 NH; plan dated 5/11/2020.
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 Mud/Flex (V)
4 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 6 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2846 @ 3 1/2"4725 (1.50")Passed (60%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1963 @ 1' 3 3/8"8590 Passed (23%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4536 @ 3' 5 3/4"15953 Passed (28%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.043 @ 3' 5 3/4"0.159 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.060 @ 3' 5 3/4"0.319 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 9" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 9" o/c based on loads applied, unless detailed otherwise.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Hanger on 11 7/8" SPF beam 3.50"Hanger¹1.50"876 2227 3103 See note ¹
2 - Trimmer - SPF 5.50"5.50"1.50"891 2253 3144 None
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)3 1/2" to 7'N/A 13.0 --
1 - Uniform (PSF)0 to 7' (Front)16'15.0 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 NH; plan dated 5/11/2020.
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 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 7 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4739 @ 7' 6"11419 (3.00")Passed (42%)--1.0 D + 1.0 L (Adj Spans)
Shear (lbs)2685 @ 8' 5"10308 Passed (26%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)2133 @ 9' 1 1/8"15633 Passed (14%)1.00 1.0 D + 1.0 L (Alt Spans)
Live Load Defl. (in)0.008 @ 9'0.125 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.017 @ 9'0.188 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 11' 3" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 3" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"1107 534/-56 400 2041/-
56 None
2 - Trimmer - SPF 3.00"3.00"1.50"1371 1350 161 2882 None
3 - Trimmer - SPF 3.00"3.00"1.50"2458 2281 451 5190 None
4 - Trimmer - SPF 1.50"1.50"1.50"1014 963/-56 291 2268/-
56 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 3"N/A 15.6 ----
1 - Point (lb)8' 9"N/A 600 800 -Floor Girder
2 - Uniform (PSF)0 to 8' 9"7' 6"15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)8' 9" to 11' 3"12'15.0 40.0 -Floor - Upper Level
4 - Uniform (PLF)0 to 11' 3"N/A 80.0 --Wall - Upper Level
5 - Point (lb)1'N/A 710 -446 Linked from: Loft
Window, Support 1
6 - Point (lb)9'N/A 710 -446 Linked from: Loft
Window, Support 2
7 - Uniform (PLF)0 to 1'N/A 100.0 --Wall - Gable
8 - Uniform (PLF)0 to 11' 3"N/A 100.0 --Wall - Gable
9 - Uniform (PSF)0 to 1'3'20.0 -35.0 Snow - Main
10 - Uniform (PSF)9' to 11' 3"3'20.0 -35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/11/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Window Rear
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 8 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)10631 @ 1 1/2"11419 (3.00")Passed (93%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)9976 @ 1' 2 7/8"13622 Passed (73%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)28192 @ 3'30788 Passed (92%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.090 @ 3'0.208 Passed (L/836)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.161 @ 3'0.313 Passed (L/465)--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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 3" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.79"4988 1267 5643 11898 None
2 - Trimmer - SPF 3.00"3.00"2.33"4009 493 4858 9360 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 18.2 ----
1 - Point (lb)3'N/A 7104 440 9818
Linked from: Flush
Mud/Flex (V),
Support 2
2 - Uniform (PSF)0 to 3'11'15.0 40.0 -Floor - Upper Level
3 - Uniform (PLF)0 to 3'N/A 80.0 --Wall - Upper Level
4 - Uniform (PLF)0 to 6' 6"N/A 100.0 --Wall - Gable
5 - Uniform (PSF)0 to 3'3'20.0 -35.0 Snow - Main
6 - Uniform (PSF)3' to 6' 6"3'20.0 -35.0 Snow - Lower
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 NH; plan dated 5/11/2020.
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, Flex Window Rear
3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 9 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1951 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1662 @ 1' 2 7/8"9878 Passed (17%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7929 @ 8' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.325 @ 8' 4 1/2"0.550 Passed (L/608)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.542 @ 8' 4 1/2"0.825 Passed (L/366)--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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 14' 7" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None
2 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 --
1 - Uniform (PSF)0 to 16' 9"4'20.0 35.0 Snow - Garage
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/11/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 16' Garage Door
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 10 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)23519 @ 5 1/2"26644 (7.00")Passed (88%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2870 @ 1' 6 7/8"14817 Passed (19%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)8906 @ 5' 2 1/2"27519 Passed (32%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.092 @ 5' 2 1/2"0.317 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.149 @ 5' 2 1/2"0.475 Passed (L/767)--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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 10' 1" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 1" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 7.00"7.00"6.18"11702 3800 11817 27319 None
2 - Trimmer - SPF 3.00"3.00"1.50"1460 -2389 3849 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 10' 1"N/A 19.5 ----
1 - Point (lb)6"N/A 10142 3800 9265 Linked from: GT2,
Support 1
2 - Uniform (PSF)0 to 10' 1"14'20.0 -35.0 Snow - Garage
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/11/2020.
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, 9' Garage Door
3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 11 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3185 @ 11' 2 1/2"3938 (1.50")Passed (81%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2631 @ 10' 2 5/8"9081 Passed (29%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)9016 @ 5' 7 9/16"20525 Passed (44%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.092 @ 5' 8 1/16"0.276 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.227 @ 5' 8 1/8"0.552 Passed (L/583)--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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 11' 3" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 3" o/c based on loads applied, unless detailed otherwise.
• 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 - Trimmer - LSL 3.50"3.50"1.50"2019 650 1194 3863 None
2 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"2017 550 1221 3788 See note ¹
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
2 - Face Mount Hanger HGUS410 4.00"N/A 46-10d 16-10d
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 2 1/2"N/A 12.1 ----
1 - Uniform (PSF)0 to 7' (Front)3'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)7' to 11' 6" (Front)2'15.0 40.0 -Floor - Upper Level
3 - Uniform (PLF)0 to 11' 6" (Front)N/A 80.0 --Wall - Upper Level
4 - Uniform (PLF)0 to 11' 6" (Front)N/A 100.0 --Wall - Gable
5 - Uniform (PSF)0 to 11' 6" (Front)5'20.0 -35.0 Snow - Main
6 - Uniform (PSF)0 to 11' 6" (Front)1'20.0 -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 NH; plan dated 5/11/2020.
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 Front Porch (H)
2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 12 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5353 @ 1' 2 5/8"13046 (5.25")Passed (41%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2977 @ 2' 2 3/4"7902 Passed (38%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)3698 @ 2' 6"11985 Passed (31%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans)
Live Load Defl. (in)0.020 @ 3' 5 13/16"0.124 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.048 @ 3' 5 15/16"0.247 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Overhang deflection criteria: LL (2L/480) and TL (2L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise.
• 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 Snow Total Accessories
1 - Beam - LSL 5.25"5.25"2.15"2839 616 2513 5968 Blocking
2 - Trimmer - SPF 5.50"5.50"1.50"848 360/-6 375 1583/-6 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ----
1 - Point (lb)2' 6" (Front)N/A 2017 550 1221
Linked from: Flush
Front Porch (H),
Support 2
2 - Uniform (PSF)0 to 2' 6" (Front)1'15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)2' 6" to 6' 6" (Front)2'15.0 40.0 -Floor - Upper Level
4 - Uniform (PLF)0 to 6' 6" (Front)N/A 80.0 --Wall - Upper Level
5 - Uniform (PSF)0 to 2' 6" (Front)1'20.0 -35.0 Snow - Porch
6 - Uniform (PSF)0 to 2' 6" (Front)17' 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 NH; plan dated 5/11/2020.
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 Front Porch (V)
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 13 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6417 @ 5 1/4"6417 (2.04")Passed (100%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)6322 @ 1' 2 3/4"7902 Passed (80%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)10069 @ 3' 7 7/8"11985 Passed (84%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.151 @ 3' 10 5/8"0.233 Passed (L/553)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.276 @ 3' 10 5/16"0.349 Passed (L/303)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' 1" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 4" o/c based on loads applied, unless detailed otherwise.
• 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 9 1/2" LSL beam 5.25"Hanger¹2.04"3247 651 3218 7116 See note ¹
2 - Trimmer - SPF 5.50"5.50"2.30"2502 249 3331 6082 None
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
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)5 1/4" to 7' 9"N/A 10.4 ----
1 - Point (lb)1' 6" (Front)N/A 2019 650 1194
Linked from: Flush
Front Porch (H),
Support 1
2 - Uniform (PSF)1' 6" to 7' 9" (Front)1'15.0 40.0 -Floor - Upper Level
3 - Uniform (PLF)1' 6" to 7' 9" (Front)N/A 80.0 --Wall - Upper Level
4 - Uniform (PSF)1' 6" to 7' 9" (Front)23'20.0 -35.0 Snow - Main
5 - Uniform (PSF)0 to 1' 6" (Front)2'20.0 -35.0 Snow - Porch
6 - Uniform (PSF)1' 6" to 7' 9" (Front)1'20.0 -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 NH; plan dated 5/11/2020.
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 Front Porch (V)
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 14 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7868 @ 1'20934 (5.50")Passed (38%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)6461 @ 10' 9 1/4"11854 Passed (55%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)6816 @ 12' 10 3/8"17977 Passed (38%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans)
Live Load Defl. (in)0.069 @ 13' 6 3/16"0.259 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.088 @ 0 0.200 Passed (2L/274)--1.0 D + 1.0 S (Alt Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Overhang deflection criteria: LL (2L/360) and TL (2L/0.2").
•Top Edge Bracing (Lu): Top compression edge must be braced at 19' o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 19' o/c based on loads applied, unless detailed otherwise.
• 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 Snow Total Accessories
1 - Column - SPF 5.50"5.50"2.07"3787 749/-86 4081 8617/-
86 Blocking
2 - Column - SPF 5.50"5.50"1.93"3790 1034/-145 3573 8397/-
145 Blocking
3 - Column - SPF 5.50"5.50"1.50"2367 799 1628 4794 Blocking
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 19'N/A 15.6 ----
1 - Point (lb)0 (Front)N/A 3247 651 3218
Linked from: Drop
Front Porch (V),
Support 1
2 - Point (lb)11' 3" (Front)N/A 2839 616 2513
Linked from: Flush
Front Porch (V),
Support 1
3 - Uniform (PSF)0 to 11' 3" (Front)3'20.0 -35.0 Snow - Porch
4 - Uniform (PSF)11' 3" to 19' (Front)2'20.0 -35.0 Snow - Porch
5 - Uniform (PSF)11' 3" to 19' (Front)3' 6"15.0 40.0 -Floor - Upper Level
6 - Uniform (PLF)11' 3" to 19' (Front)N/A 80.0 --Wall - Upper Level
7 - Uniform (PLF)11' 3" to 19' (Front)N/A 100.0 --Wall - Gable
8 - Uniform (PSF)11' 3" to 19' (Front)5'20.0 -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 NH; plan dated 5/11/2020.
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 Front Porch (H)
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 15 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group]
Member Reaction (lbs)4580 @ 1 1/2"5738 (3.00")Passed (80%)--1.0 D + 1.0 L (All Spans) [1]
Shear (lbs)3284 @ 1' 1/4"3746 Passed (88%)1.00 1.0 D + 1.0 L (All Spans) [1]
Moment (Ft-lbs)4521 @ 2' 8 9/16"5147 Passed (88%)1.00 1.0 D + 1.0 L (All Spans) [1]
Live Load Defl. (in)0.044 @ 2' 11 11/16"0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans) [1]
Total Load Defl. (in)0.066 @ 2' 11 3/8"0.287 Passed (L/999+)--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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' o/c based on loads applied, unless detailed otherwise.
•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"2.39"1942 2638 351 4931 None
2 - Trimmer - SPF 3.00"3.00"1.55"901 2072 24 2997 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6'N/A 10.6 ----
1 - Point (lb)6"N/A 848 360/-6 375
Linked from: Flush
Front Porch (V),
Support 2
2 - Point (lb)1'N/A 600 800 -Floor Girder
3 - Uniform (PSF)0 to 6'7' 6"15.0 40.0 -Floor - Upper Level
4 - Uniform (PSF)1' to 6'8' 9"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 NH; plan dated 5/11/2020.
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 Entry Door
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 16 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2392 @ 1 1/2"3825 (3.00")Passed (63%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)997 @ 1' 1/4"2872 Passed (35%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1805 @ 1' 9"3946 Passed (46%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.007 @ 1' 9"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.012 @ 1' 9"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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c based on loads applied, unless detailed otherwise.
•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"1.88"984 70 1409 2463 None
2 - Trimmer - SPF 3.00"3.00"1.88"984 70 1409 2463 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 6"N/A 7.0 ----
1 - Uniform (PSF)0 to 3' 6"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 3' 6"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3' 6"23'20.0 -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 NH; plan dated 5/11/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Window Side
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 17 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7508 @ 8' 4 1/2"11419 (3.00")Passed (66%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)6802 @ 7' 3 1/8"12884 Passed (53%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)13245 @ 5' 8 3/4"23930 Passed (55%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.098 @ 4' 4 1/4"0.275 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.178 @ 4' 4 3/8"0.412 Passed (L/558)--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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise.
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"2255 2941 231 5427 None
2 - Trimmer - SPF 3.00"3.00"1.97"3343 4165 381 7889 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 19.5 ----
1 - Uniform (PSF)0 to 7' 3"7' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)7' 3" to 8' 6"10'15.0 40.0 -Floor - Main Level
3 - Point (lb)7' 3"N/A 600 800 -Floor Girder
4 - Point (lb)2' 6"N/A 1371 1350 161
Linked from: Great
Window Rear,
Support 2
5 - Point (lb)6' 3"N/A 2458 2281 451
Linked from: Great
Window Rear,
Support 3
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/11/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Window
3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
Page 18 / 19
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2903 @ 1 1/2"5738 (3.00")Passed (51%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1825 @ 1' 1/4"3746 Passed (49%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3637 @ 2' 9"5147 Passed (71%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.030 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.043 @ 2' 9"0.262 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
•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"1.52"923 1980 2903 None
2 - Trimmer - SPF 3.00"3.00"1.52"923 1980 2903 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 --
1 - Uniform (PSF)0 to 5' 6"11'15.0 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
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 NH; plan dated 5/11/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom Window
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 5/28/2020 11:58:21 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0
File Name: 20390 Greenwood Ave, Lakeville, MN
Topaz - Maverick XL
20390 Greenwood Ave, Lakeville, MN
5/28/2020; #24123
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06/15/2020XKP