HomeMy WebLinkAboutLA189172 17906 Eclipse Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
MAIN FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"GARAGE PLATE9' -3 1/4"MAIN FLOOR PLATE HEIGHT8' - 1 1/8"LOWER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT9' - 3 1/4"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERS TYP.CULTURED STONE W/CONCRETE CAPSEE COLUMNDETAIL SHEET A-501 FOYER PLATE HEIGHT8' - 1 1/8"VINYLSHAKES TYP.4" SMARTSIDE TRIM WINDOWS & DOORS@ FRONT ONLY 6" SMARTSIDE FRIEZE BOARD SMARTSIDE SOFFIT 3' - 6"6x6 X 30" CORBELPLANTER BOX8" 12"6" / 12"4" / 12"6" / 12"8" 12"24" RETURNS TYP. 8" / 12"8" / 12"4" 12"6" 12"4" 12"24" RETURNSTYP.8" / 12"8" / 12"6" 12"4" 12"VINYL SIDING& CORNERS TYP.ALUMINUM SOFFIT& FASCIA TYP.8" 12"6" / 12"4" / 12"1/4" = 1'-0"A-2011FRONT 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASEDLOWER:2/8/2021 2:17:57 PMTHE CONCHA-HARMANN RESIDENCEL1, B7 -PHEASANT RUN 5th ADDITIONA-201OTT1711601134429452.8.21 TP8'-1 1/8"8'-1 1/8"3'-6" POUR8'-1 1/8"9.17.20 TPTHE COOPER 31/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013LEFT ELEVATION1/8" = 1'-0"A-2014REAR ELEVATIONSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode02/26/2021dmathews
*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2'-10"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3' - 0"50' - 0"53' - 0"27' - 6"29' - 6"57' - 0"25' - 6"2' - 0"20' - 10"36' - 2"31' - 0"5' - 2"3' - 10"17' - 0"13' - 0"19' - 2"7' - 6"13' - 4"32' - 2"20' - 10"53' - 0"3' - 4 1/2"8' - 3" M.O.1' - 4 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"16' - 0"12' - 4"8' - 4"20' - 10"5' - 10"13' - 2 3/4"15' - 8 1/2"3' - 8 3/4"3' - 8 3/4"3' - 3 3/4"10' - 3 1/2"16' - 9 3/4"7' - 4 1/4"6' - 10":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.2x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE57' - 0"0' - 4"0' - 4"4' - 10 1/4"7' - 4 3/4"6' - 7 1/4"15' - 8 3/4"37' - 1 3/4"12' - 10 1/4"30' - 4"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.4' - 3"1' - 7"3'-6"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8' - 4 3/4"12' - 3 1/4"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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASEDLOWER:2/8/2021 2:17:57 PMTHE CONCHA-HARMANN RESIDENCEL1, B7 -PHEASANT RUN 5th ADDITIONA-401OTT1711601134429452.8.21 TP8'-1 1/8"8'-1 1/8"3'-6" POUR8'-1 1/8"9.17.20 TPTHE COOPER 31/4" = 1'-0"A-4011FOUNDATION PLAN
UP 7RUP 5RUNEXCAVATEDSUMP72/8 x 6/8R.O. 2' -10" x 6' -11"17' - 0"3' - 10"5' - 2"31' - 0"CO DET.SMOKEDET.SMOKEDET.6' - 8"6' - 8"20' - 10"36' - 2"57' - 0"53' - 0"32' - 2"20' - 10"13' - 0"19' - 2"7' - 6"13' - 4"57' - 0"27' - 6"29' - 6"INSULATE BETWEENWALL & SLAB11 7/8" LSL-JOISTS@ 16" O.C.12" CANT.ABOVESMOKEDET.25' - 6"2' - 0"2-2x10W/ 2 TRIMMERS2-9 1/2" LVL2-2x102-2x10 53' - 0"2-2x10 MECHANICAL/LAUNDRYBEDROOM #672/8 x 6/8R.O. 2' -10" x 6' -11"66048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"8' - 6 1/4"12' - 4 3/4"22' - 1"7' - 0"3' - 0"50' - 0" (BRACED WALL LINE SPACING)22/4 x 6/8R.O. 2' -6" x 6' -11"126/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"3-9 1/2" LVLW/ 2 TRIMMERS2x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.230-30-3042 SL ER.O. 7' -6" x 3' -6"H.H. 6' -10"UNEXCAVATED24" CANT. ABOVE330-30-3048 SL ER.O. 7' -6" x 4' -0"H.H. 6' -10"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.19' - 6"11' - 6"30' - 4"13' - 10"3' - 6"3' - 6"29' - 2"19' - 2"5' - 0"12' - 0"9' - 8 3/4"1' - 4"2' - 9 1/4"72/8 x 6/8R.O. 2' -10" x 6' -11"18' - 6"1' - 0"4' - 10"6' - 8"20' - 10"1' - 7"4' - 3"2-9 1/2" LVLW/ 2 TRIMMERS29' - 0" (BRACED WALL LINE SPACING)B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.3' - 6"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"FURNACEW. H.AIR EX.62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"115/0 x 6/8R.O. 6' -2" x 6' -11"115/0 x 6/8R.O. 6' -2" x 6' -11"60" F.G. SHWR5' TUB/SHWR5' VANITY6'-6" VANITY30" RANGESINKDWR & SHBEDROOM #4CLOSETEN SUITEBATH92/8 x 6/8 PKTR.O. 5' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"82/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"R & SHDINING ROOM9' - 8 3/4"1' - 6 1/4"2' - 6"20' - 6 3/4"15' - 8 1/4"72/8 x 6/8R.O. 2' -10" x 6' -11"20" FLOOR TRUSSESPER MFG. SPACING3' - 4 1/2"8' - 3" M.O.1' - 4 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"4' - 0"5' - 0"3' - 0"4' - 0"STACK W/D20" FLOOR TRUSSESPER MFG. SPACINGSHOECUBBIESBELOW10'x12' CONCRETE PATIO CENTERED ONSLIDING DOORS6' - 3 1/4"6' - 9 1/4"5' - 11 3/4"7' - 10 1/2"2' - 3 1/4"52/6 x 6/8R.O. 2' -8" x 6' -11"R & SH28" CANT. ABOVEFAMILY ROOM0' - 4"19' - 0"12' - 4"8' - 4"3' - 5"4' - 4 1/2"3' - 5"0' - 4"BEDROOM #5MUD RM.2-2x10FLUSH4' - 10 1/4"7' - 4 3/4"22' - 4"CLOSETABOVE92/8 x 6/8 PKTR.O. 5' -6" x 6' -11"12' - 7 3/4"3' - 1"8' - 2 1/4"6' - 5"10' - 1 5/8"10' - 1 5/8"14' - 6"15' - 0"10' - 0 3/4"10' - 1"11' - 6 1/4"KITCHEN6' - 4 3/4"7' - 9 3/4"10' - 10 1/4"10' - 2 1/4"9' - 10 1/2"10A-501HAND FRAMELANDING ABOVECRAWL SPACE22/4 x 6/8R.O. 2' -6" x 6' -11"36" REFPANTRY3' - 0 7/16"2-2x102-9 1/2" LSL2-9 1/2" LSL2-2x103-2x62-2x62-2x6CS-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 NOTES1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASEDLOWER:2/8/2021 2:17:57 PMTHE CONCHA-HARMANN RESIDENCEL1, B7 -PHEASANT RUN 5th ADDITIONA-402OTT1711601134429452.8.21 TP8'-1 1/8"8'-1 1/8"3'-6" POUR8'-1 1/8"9.17.20 TPTHE COOPER 3FANFANBWPsAboveBWP AboveUFER Ground
DN 2RDN 2RDN 7RUP 9RDN 5R32' - 2"20' - 10"53' - 0"13' - 0"19' - 2"7' - 6"13' - 4"59' - 0"17' - 0"4' - 0"103/0 x 6/8 W/ 12" D.S. SLFOYER30" ELEC.RANGE36" REFDININGLIVING ROOMGARAGESTOOP3' - 6"8' - 0"1' - 6"1' - 7"16' - 0"1' - 7"6' - 5"6' - 11"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHFOYER PLATE HEIGHTCO DET.SMOKEDET.SMOKEDET.2-2x10VAULT LINE3:12SEE COLUMN DETAIL , SHEET A-50127' - 6"31' - 6"2' - 0"29' - 6"25' - 6"2' - 0"66048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"2-11 7/8" LSLMFG. ROOF TRUSSES@ 24" O.C.B.W.P.2' - 8"B.W.P.4' - 0"4' - 0" B.W.P.PFH BRACEDWALL PANEL2-2x10W/ 2 TRIMMERS2-2x102-2x10124-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"B.W.P.2' - 8"DW54842 SLR.O. 4' -0" x 3' -6"H.H. 6' -10"6' - 9 1/4"14' - 2 3/4"5' - 0"6' - 0"6' - 0"4' - 9"7' - 3"26' - 0"12' - 0"12' - 0"126/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"2-2x107-6 H. WALL3' - 0"50' - 0"VAULT FLAT53' - 0"2-2x102-2x10 FLUSH2' - 0"32' - 0"4' - 0"59' - 0"1416' x 7' O.H. GARAGE DOOR82/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"38' - 0"21' - 0"3:126'-6" VANITY7'-6" H.WALL138' x 7' O.H. GARAGE DOOR52/6 x 6/8R.O. 2' -8" x 6' -11"R & SHR & SH22/4 x 6/8R.O. 2' -6" x 6' -11"115/0 x 6/8R.O. 6' -2" x 6' -11"BEDROOM #3BEDROOM #2OWNER'S SUITEEN SUITEBATHHALL30' - 0"13' - 10"3' - 6"3' - 6"SINKSMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.3' - 4 1/2"4' - 7 1/2"66048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 7' -4"ATTICACCESS11' - 10"6' - 8"19' - 6"23' - 7 3/4"7' - 0"3' - 8"2' - 6"1' - 1 1/2"12' - 0 3/4"9' - 8"3' - 4"8' - 1"8' - 1"2' - 0"3' - 9 3/4"2' - 6"10' - 9 3/4"21' - 0"1' - 9"3' - 3"1' - 0"5' - 0"1' - 8"0' - 6"3' - 6"0' - 6"7' - 0"6' - 7 1/2"23' - 4 1/2"7' - 0"2-2x1223' - 0" (BRACED WALL LINE SPACING)32' - 0" (BRACED WALL LINE SPACING)55' - 0" (BRACED WALL LINE SPACING)50' - 0" (BRACED WALL LINE SPACING)20' - 10" (BRACED WALL LINE SPACING)29' - 2" (BRACED WALL LINE SPACING)B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 6"4' - 0" B.W.P.B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"LAZY SUSANLOWER CABINET36" PANTRY14' - 2 3/4"4' - 5 1/8"8' - 6 3/4"4' - 9 3/8"3' - 6"7' - 0"4' - 0"3' - 0"52/6 x 6/8R.O. 2' -8" x 6' -11"GRIDER TRUSSCENTER T.V.EQEQ42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"3'-9" VANITY5' TUB/SHWR2x6LINEN12/0 x 6/8R.O. 2' -2" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"2x6THIS WALL TO BEBALLOON FRAMEDINTO SCISSOR TRUSS ABOVEPAINTEDKITCHENCABINETSTRASHPULL-OUTSTAGGEREDHEIGHT UPPERCABINETSSHAMPOOSHELF3-9 1/2" LVLW/ 2 TRIMMERS2-2x10W/ 2 TRIMMERS2-9 1/2" LSL W/3 TRIMMERS800# HOLD DOWN@ EACH END OF B.W.P.52/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"115/0 x 6/8R.O. 6' -2" x 6' -11"STACK W/DLAUNDRYR&SHMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.124-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"2' - 0"2' - 0"115/0 x 6/8R.O. 6' -2" x 6' -11"OWNERSCLOSET16' - 4"8' - 4"1' - 6"2' - 6"8' - 0"4' - 3"1' - 9"6' - 0"3' - 4"7' - 0"3' - 9"6' - 4 1/2"12' - 10 1/2"62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"R & SH15' - 6 1/4"12' - 2 3/4"10' - 1 1/4"12' - 6 1/2"10' - 2"10' - 4 1/2"6' - 1"7' - 5 1/4"6' - 7"6' - 9 1/4"14' - 8"12' - 10 1/2"17' - 1 1/2"13' - 7"11' - 3"11' - 9"32/4 x 6/8 OPG.TILESHOWER3' - 4"4' - 5"10A-5013-14" LVLDROPPED2-2x10FLUSH2-2x102-2x103-2x63-2x62-2x10KITCHENPFH BRACEDWALL PANELCS-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 NOTESB.W.P.2' - 6"1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASEDLOWER:2/8/2021 2:17:58 PMTHE CONCHA-HARMANN RESIDENCEL1, B7 -PHEASANT RUN 5th ADDITIONA-403OTT1711601134429452.8.21 TP8'-1 1/8"8'-1 1/8"3'-6" POUR8'-1 1/8"9.17.20 TPTHE COOPER 3-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFAN
STANDARD ENERGY HEELS @ 4:12 W/ 6:12 & 8:12 TO MATCH18" OVERHANGS & 12" RAKES TYP.8 ROOF VENTS REQUIRED @ HOUSE PORCH HEELSTO MATCHGARAGE ROOFTYP.3' - 6"8" / 12"8" / 12"6" / 12"6" / 12"4" / 12"8" / 12"8" / 12"4" / 12"6" / 12"5 ROOF VENTS REQUIRED @ GARAGE 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 PORTALVERIFY FLOOR SYSTEMWITH FLOOR PLANSLOWER FLOOR PLATE HEIGHT8' - 1 1/8"RIM JOISTWATER 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 CODETRT'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 EDGES(ONLY WHEN REQUIRED BY CODE)INSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGSTOP COURSE TO BE SOLID BLOCK,BOND BEAM OR GROUTED SOLID 6 MIL. V.B.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEARCHITECTURAL ASPHALT 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 EDGE3/4" T&GSUBFLOORR-20 SPRAYFOAM INSULATION6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION7/16" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAP5/8" GYP. BD.MAIN FLOOR PLATE HEIGHT8' - 1 1/8"SIDING PER PLANSDRYVIT INSULATION PROTECTION SIDING TO6" BELOW GRADE2x6 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 FOOTINGS0' - 10"1x61x6SMOOTHSMARTSIDETYPICAL4x4COREPOST4x4 POSTFRAMING0' - 10"0' - 10"ANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)18" TOP CHORDBEARING FLOOR TRUSSES,SPACING PER MFG.3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" FOAMBOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 6"POUREDFND. WALLANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION7/16" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONWATER 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 2x8 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 SHEATHING6 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 SEALERMAIN FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"FOYER FLOOR1' -2 1/8"MECHANICAL/LAUNDRYEN SUITEMUD RM.CRAWL SPACEFOYER20" FLOOR TRUSSESPER MFG. SPACING11 7/8" LSL-JOISTS@ 16" O.C.SHOECUBBIESCLOSETTHE 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASEDLOWER:2/8/2021 2:17:58 PMTHE CONCHA-HARMANN RESIDENCEL1, B7 -PHEASANT RUN 5th ADDITIONA-501OTT1711601134429452.8.21 TP8'-1 1/8"8'-1 1/8"3'-6" POUR8'-1 1/8"9.17.20 TPTHE COOPER 31/8" = 1'-0"A-5011ROOF PLANDOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/0 x 6/8 12 2/4 x 6/8 43 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 15 2/6 x 6/8 56 2/6 x 6/8 PKT 27 2/8 x 6/8 48 2/8 x 6/8 FIRE RATED 29 2/8 x 6/8 PKT 210 3/0 x 6/8 W/ 12" D.S. SL 111 5/0 x 6/8 512 6/0 x 6/8 SLIDER 213 8' x 7' O.H. GARAGE DOOR 114 16' x 7' O.H. GARAGE DOOR 1WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 30-30-3042 SL E 7' - 6" 3' - 6" 6' - 10"3 WINDSOR NEXT DIMENSION 1 30-30-3048 SL E 7' - 6" 4' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 3 2424 AWN FIXED 2' - 0" 2' - 0"5 WINDSOR NEXT DIMENSION 1 4842 SL 4' - 0" 3' - 6" 6' - 10"6 WINDSOR NEXT DIMENSION 3 6048 SL 5' - 0" 4' - 0" 6' - 10"3/8" = 1'-0"A-5012METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5013TYP. POURED WALL SECTION1/2" = 1'-0"A-5014BEARING WALL SECTION1/2" = 1'-0"A-5015TYP. COLUMN DETAIL1/2" = 1'-0"A-5016TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5017TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5018TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5019TYP. POURED WALKOUT 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:ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOORING AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL/ LAUNDRY 76 SF 8' - 1 1/8"LOWER FLOOR FAMILY ROOM CARPET 149 SF 8' - 1 1/8" .LOWER FLOOR BEDROOM #5 CARPET 139 SF 8' - 1 1/8" .LOWER FLOOR BEDROOM #6 CARPET 119 SF 8' - 1 1/8" .LOWER FLOOR CRAWL SPACE 134 SF 3' - 2 1/2"LOWER FLOOR BEDROOM #4 210 SF 8' - 1 1/8"LOWER FLOOR CLOSET 50 SF 8' - 1 1/8"LOWER FLOOR EN SUITE 66 SF 8' - 1 1/8"LOWER FLOOR BATH64 SF 8' - 1 1/8"LOWER FLOOR KITCHEN VINYL 180 SF 8' - 1 1/8"LOWER FLOOR DINING ROOM VINYL 102 SF 8' - 1 1/8"LOWER FLOOR MUD RM. 66 SF 8' - 1 1/8"FOYER FLOOR FOYER WOOD 104 SF 8' - 1 1/8" VAULTEDFOYER FLOOR GARAGE 792 SF 8' - 1 1/8"FOYER FLOOR STOOP CONCRETE 30 SF 8' - 1 1/8" .MAIN FLOOR DINING WOOD 165 SF 8' - 1 1/8" VAULTEDMAIN FLOOR KITCHEN WOOD 152 SF 8' - 1 1/8" VAULTEDMAIN FLOOR LIVING ROOM WOOD 235 SF 8' - 1 1/8" VAULTEDMAIN FLOOR BEDROOM #3 CARPET 131 SF 8' - 1 1/8" .MAIN FLOOR BEDROOM #2 CARPET 135 SF 8' - 1 1/8" .MAIN FLOOR OWNER'S SUITE CARPET 190 SF 8' - 1 1/8" .MAIN FLOOR EN SUITE VINYL 55 SF 8' - 1 1/8" .MAIN FLOOR BATH VINYL 46 SF 8' - 1 1/8" .MAIN FLOOR HALL WOOD 69 SF 8' - 1 1/8" .MAIN FLOOR LAUNDRY 22 SF 8' - 1 1/8"MAIN FLOOR OWNERS CLOSET 45 SF 8' - 1 1/8"1/4" = 1'-0"A-50110FOYER CLOSET SECTION
Main Level
Member Name Results Current Solution Comments
Drop Dining (H)Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Kitchen Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #3 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Wdw Owner's Suite Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Living Window Front Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Living Window Side Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
8' Garage Door Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Drop Front Porch (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Flush Foyer (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Drop Foyer (V)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Lower Level
Member Name Results Current Solution Comments
Flush Bedroom #6 (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #5 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Window Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Bedroom #4 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Bedroom #6 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Bedroom #4 Bath Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #4 Closet Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Mudroom Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
17906 Eclipse Ave, Lakeville, MN
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 1 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5367 @ 4"12272 (5.50")Passed (44%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)4249 @ 1' 3"10898 Passed (39%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)14362 @ 6'20312 Passed (71%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.298 @ 6'0.378 Passed (L/457)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.476 @ 6'0.567 Passed (L/286)--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).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"2.41"2007 3360 5367 Blocking
2 - Stud wall - SPF 5.50"5.50"2.41"2007 3360 5367 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' o/c
Bottom Edge (Lu)12' o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 12'N/A 14.5 --
1 - Uniform (PSF)0 to 12' (Front)16'20.0 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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Drop Dining (H)
3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 2 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1885 @ 0 1913 (1.50")Passed (99%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1090 @ 10 3/4"2872 Passed (38%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2003 @ 2' 1 1/2"3946 Passed (51%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.015 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.024 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"695 1190 1885 None
2 - Trimmer - SPF 1.50"1.50"1.50"695 1190 1885 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 3" o/c
Bottom Edge (Lu)4' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 4' 3"16'20.0 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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Kitchen Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 3 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2591 @ 1 1/2"3825 (3.00")Passed (68%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1629 @ 1' 1/4"2872 Passed (57%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3246 @ 2' 9"3946 Passed (82%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.037 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.058 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.03"954 1636 2590 None
2 - Trimmer - SPF 3.00"3.00"2.03"954 1636 2590 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 6"17'20.0 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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Bedroom #2 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 4 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2591 @ 1 1/2"3825 (3.00")Passed (68%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1629 @ 1' 1/4"2872 Passed (57%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3246 @ 2' 9"3946 Passed (82%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.037 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.058 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.03"954 1636 2590 None
2 - Trimmer - SPF 3.00"3.00"2.03"954 1636 2590 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 6"17'20.0 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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Bedroom #3 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 5 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable
2 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Wdw Owner's Suite
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 6 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)837 @ 1 1/2"3825 (3.00")Passed (22%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)636 @ 1' 1/4"2872 Passed (22%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1676 @ 4' 3"3946 Passed (42%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.026 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.074 @ 4' 3"0.412 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"540 297 837 None
2 - Trimmer - SPF 3.00"3.00"1.50"540 297 837 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 8' 6"2'20.0 35.0 Snow - main
2 - Uniform (PLF)0 to 8' 6"N/A 80.0 -Gable end wall load
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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Living Window Front
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 7 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9014 @ 3"11419 (4.50")Passed (79%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)53 @ 1' 2"7902 Passed (1%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)162 @ 1' 4 1/2"11985 Passed (1%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.000 @ 1' 4 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.001 @ 1' 4 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).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"3.55"3357 5657 9014 None
2 - Trimmer - SPF 1.50"1.50"1.50"169 118 287 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 6" o/c
Bottom Edge (Lu)2' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 6"N/A 10.4 --
1 - Uniform (PSF)0 to 2' 6"3'20.0 35.0 Snow - main
2 - Uniform (PLF)0 to 2' 6"N/A 80.0 -Gable end wall load
3 - Point (lb)0 N/A 3150 5513 Girder Truss
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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Living Window Side
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 8 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1350 @ 1 1/2"3825 (3.00")Passed (35%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)984 @ 1' 2 1/4"3493 Passed (28%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2787 @ 4' 4 1/2"5306 Passed (53%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.033 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.073 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"737 612 1349 None
2 - Trimmer - SPF 3.00"3.00"1.50"737 612 1349 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 9" o/c
Bottom Edge (Lu)8' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 9"N/A 8.6 --
1 - Uniform (PSF)0 to 8' 9"4'20.0 35.0
Snow - main
Rake
Eyebrow
2 - Uniform (PLF)0 to 8' 9"N/A 80.0 -Gable end wall load
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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 8' Garage Door
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 9 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2621 @ 1 1/2"7613 (3.00")Passed (34%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2233 @ 1' 2 7/8"9878 Passed (23%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)10651 @ 8' 4 1/2"18346 Passed (58%)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)0.728 @ 8' 4 1/2"0.825 Passed (L/272)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1449 1172 2621 None
2 - Trimmer - SPF 3.00"3.00"1.50"1449 1172 2621 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' 1" o/c
Bottom Edge (Lu)16' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 --
1 - Uniform (PSF)0 to 16' 9"4'20.0 35.0 Snow - main
Rake
2 - Uniform (PLF)0 to 16' 9"N/A 80.0 -Gable end wall load
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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 16' Garage Door
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 10 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)798 @ 4"7013 (5.50")Passed (11%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)553 @ 1' 2 3/4"2872 Passed (19%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1341 @ 4'3946 Passed (34%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.029 @ 4'0.244 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.047 @ 4'0.367 Passed (L/999+)--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).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Column - SPF 5.50"5.50"1.50"308 490 798 Blocking
2 - Trimmer - SPF 5.50"5.50"1.50"308 490 798 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' o/c
Bottom Edge (Lu)8' o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8'N/A 7.0 --
1 - Uniform (PSF)0 to 8' (Front)3' 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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Drop Front Porch (H)
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 11 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1634 @ 3 3/4"6694 (5.25")Passed (24%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1139 @ 1' 2 1/2"2872 Passed (40%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2769 @ 3' 11 7/8"3946 Passed (70%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.046 @ 3' 11 7/8"0.184 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.097 @ 3' 11 7/8"0.368 Passed (L/907)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Beam - LVL 5.25"5.25"1.50"866 768 1634 Blocking
2 - Trimmer - SPF 5.50"5.50"1.50"870 772 1642 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' o/c
Bottom Edge (Lu)8' o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8'N/A 7.0 --
1 - Uniform (PSF)0 to 8' (Front)2' 6"20.0 35.0 Snow - Lower
2 - Uniform (PLF)0 to 8' (Front)N/A 100.0 -Wall - Gable
3 - Uniform (PSF)0 to 8' (Front)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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Foyer (H)
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 12 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)10148 @ 3"17128 (4.50")Passed (59%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)9216 @ 9' 5 1/2"16060 Passed (57%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)34100 @ 6' 11 7/16"41846 Passed (81%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.192 @ 5' 7 1/8"0.262 Passed (L/657)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.323 @ 5' 6 15/16"0.525 Passed (L/390)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"2.67"4220 5928 10148 None
2 - Trimmer - SPF 4.50"4.50"2.51"3922 5620 9542 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 7" o/c
Bottom Edge (Lu)11' o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 11'N/A 21.5 --
1 - Point (lb)7' (Front)N/A 3150 5513 Girder Truss
2 - Uniform (PSF)0 to 5' (Front)16'20.0 35.0 Snow - Garage
3 - Uniform (PLF)0 to 11' (Front)N/A 80.0 -Wall - Upper
4 - Uniform (PSF)0 to 4' (Front)2'20.0 35.0 Snow - Lower
5 - Uniform (PSF)4' to 7' (Front)11' 6"20.0 35.0 Snow - Main
6 - Uniform (PSF)7' to 11' (Front)2'20.0 35.0 Snow - Main
7 - Point (lb)4' (Front)N/A 866 768
Linked from: Flush
Foyer (H), Support
1
8 - Point (lb)5' (Front)N/A 400 700 Beam
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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Drop Foyer (V)
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 13 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1647 @ 0 1913 (1.50")Passed (86%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)877 @ 10 3/4"2498 Passed (35%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1579 @ 1' 11"3431 Passed (46%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.011 @ 1' 11"0.096 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.015 @ 1' 11"0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"459 1188 1647 None
2 - Trimmer - SPF 1.50"1.50"1.50"459 1188 1647 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 10" o/c
Bottom Edge (Lu)3' 10" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 10"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 10" (Front)15' 6"15.0 40.0 Floor - 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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Flush Bedroom #6 (H)
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 14 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3630 @ 5' 4 1/2"3825 (3.00")Passed (95%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2278 @ 1' 1/4"2872 Passed (79%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)2707 @ 2' 7 3/8"3431 Passed (79%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.032 @ 2' 8 7/16"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.057 @ 2' 8 7/16"0.262 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.83"1582 1100 1603 4285 None
2 - Trimmer - SPF 3.00"3.00"2.85"1592 1100 1617 4309 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 ----
1 - Uniform (PSF)0 to 5' 6"10'15.0 40.0 -Main level floor load
2 - Uniform (PLF)0 to 5' 6"N/A 80.0 --Main level exterior
wall load
3 - Uniform (PSF)0 to 1'16'20.0 -35.0 Snow - main
4 - Uniform (PSF)5' to 5' 6"16'20.0 -35.0 Snow - main
5 - Point (lb)1'N/A 695 -1190
Linked from:
Kitchen Window,
Support 1
6 - Point (lb)5'N/A 695 -1190
Linked from:
Kitchen Window,
Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #5 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 15 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4719 @ 1 1/2"11419 (3.00")Passed (41%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2701 @ 1' 1/2"10898 Passed (25%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)4127 @ 3' 3"17662 Passed (23%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.030 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.055 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
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"2085 1430 2082 5597 None
2 - Trimmer - SPF 3.00"3.00"1.50"2085 1430 2082 5597 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 14.5 ----
1 - Uniform (PSF)0 to 6' 6"11'15.0 40.0 -Floor - Main
2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main
3 - Uniform (PSF)0 to 9"17'20.0 -35.0 Snow - Main
4 - Uniform (PSF)5' 9" to 6' 6"17'20.0 -35.0 Snow - Main
5 - Point (lb)9"N/A 954 -1636
Linked from:
Bedroom #3
Window, Support 1
6 - Point (lb)5' 9"N/A 954 -1636
Linked from:
Bedroom #3
Window, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Dining Window
3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 16 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5160 @ 1 1/2"7613 (3.00")Passed (68%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3873 @ 1' 1/2"7265 Passed (53%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)9608 @ 3' 3"13541 Passed (71%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.120 @ 3' 10 5/16"0.258 Passed (L/772)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.218 @ 3' 10 5/16"0.387 Passed (L/427)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.03"2299 1280 2535 6114 None
2 - Trimmer - SPF 3.00"3.00"1.50"1438 1280 1035 3753 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' o/c
Bottom Edge (Lu)8' o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8'N/A 9.7 ----
1 - Uniform (PSF)0 to 8'8'15.0 40.0 -Main level floor load
2 - Uniform (PLF)0 to 8'N/A 80.0 --Main level exterior
wall load
3 - Uniform (PSF)0 to 3' 3"17'20.0 -35.0 Snow - main
4 - Point (lb)3' 3"N/A 954 -1636
Linked from:
Bedroom #2
Window, Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #4 Window
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 17 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3249 @ 1 1/2"7613 (3.00")Passed (43%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2003 @ 1' 1/2"6318 Passed (32%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5084 @ 4'11775 Passed (43%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.079 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.128 @ 4'0.387 Passed (L/729)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1569 1680 297 3546 None
2 - Trimmer - SPF 3.00"3.00"1.50"1029 1680 -2709 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' o/c
Bottom Edge (Lu)8' o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8'N/A 9.7 ----
1 - Uniform (PSF)0 to 8'10' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main Level
3 - Point (lb)0 N/A 540 -297
Linked from: Wdw
hdr Living room
Front, Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #6 Window
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 18 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1514 @ 0 1913 (1.50")Passed (79%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)584 @ 10 3/4"2498 Passed (23%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1104 @ 1' 5 1/2"3431 Passed (32%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.004 @ 1' 5 1/2"0.097 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.006 @ 1' 5 1/2"0.146 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"420 1094 1514 None
2 - Trimmer - SPF 1.50"1.50"1.50"420 1094 1514 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 11" o/c
Bottom Edge (Lu)2' 11" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 2' 11"N/A 7.0 --
1 - Uniform (PSF)0 to 2' 11"18' 9"15.0 40.0 Floor - 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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #4 Bath Door
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 19 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2908 @ 0 3806 (1.50")Passed (76%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1953 @ 11"6872 Passed (28%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4059 @ 2' 9 1/2"10422 Passed (39%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.055 @ 2' 9 1/2"0.186 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.077 @ 2' 9 1/2"0.279 Passed (L/871)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"814 2094 2908 None
2 - Trimmer - SPF 1.50"1.50"1.50"814 2094 2908 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 7" o/c
Bottom Edge (Lu)5' 7" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' 7"N/A 10.4 --
1 - Uniform (PSF)0 to 5' 7"18' 9"15.0 40.0 Floor - 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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #4 Closet Door
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 20 / 21
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1599 @ 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)670 @ 10 3/4"2872 Passed (23%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1232 @ 1' 6 1/2"3946 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.004 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.008 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"735 247 863 1845 None
2 - Trimmer - SPF 1.50"1.50"1.50"735 247 863 1845 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 1" o/c
Bottom Edge (Lu)3' 1" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 ----
1 - Uniform (PSF)0 to 3' 1"4'15.0 40.0 -Floor - Main
2 - Uniform (PLF)0 to 3' 1"N/A 90.0 --Wall - Main
3 - Uniform (PSF)0 to 3' 1"15'20.0 -35.0 Snow - Main
4 - Uniform (PSF)0 to 3' 1"1'20.0 -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 1/5/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Mudroom Door
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/29/2021 6:03:36 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 17906 Eclipse Ave, Lakeville, MN
Topaz - Cooper 3
17906 Eclipse Ave, Lakeville, MN
1/29/21; #24609
Page 21 / 21
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
New residential building permits WILL NOT be issued without this completed form.
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
Primary Contact: _________________________________________________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Description of Land Disturbing Activity: _____________________________________________________
NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___
If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an
erosion and sediment control plan MUST be submitted with the residential building permit application.
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name of Person: ________________________________Company: _______________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Entity that Provided Training: ________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots.
No land disturbing activity may begin until a residential building permit has been issued.
I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER;
withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater
Permit (MN R 100001) or erosion and sediment control plan.
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
* If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to
erosion@lakevillemn.gov
“The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA)
“The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA)
02/18/21
KP
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