HomeMy WebLinkAboutLA185913 - 20253 Glenbrook Path Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
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OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
MAIN FLOOR1' -8 1/4"MAIN FLOOR1' -8 1/4"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"T.O. FOUNDATION0' -0"MAIN PLATE HEIGHT9' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"ALUMINUM SOFFIT& FASCIA TYP.6" GABLE BUMP W/FAUX LOUVER &CORBELS UNDER6" SMARTSIDETRIM TYP. @ FRONT3' - 6"CULTURED STONE W/CONCRETE CAPSEE COLUMNDETAIL, A-501ADDRESS STONE6x6 24" CORBELPLANTER W/CORBELS8" SMARTSIDE TRIMVINYL BOARD& BATTENVINYL SHAKES TYP.8" / 12"8" 12"8" 12"6" SMARTSIDE FRIEZE BOARD TYP @ FRONT 24" RETURNSTYPICAL8" / 12"8" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERS @ SIDES & REAR4" SMARTSIDEWINDOW TRIM@ SIDES & REAR8" 12"8" / 12"24" RETURNSTYPICAL8" / 12"8" / 12"8" 12"8" SMARTSIDE TRIMVINYL BOARD& BATTEN1/4" = 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 ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/23/2020 3:21:37 PMTHE LOEWEN RESIDENCEL10, B1 - BENNETT BLUFFS20253 GLENBROOK PATHLAKEVILLE, MN 55044A-201OTT1599.15.20 TP174599310.22.20 TP8.27.20 CB9'-1 1/8"9'-0" POUR2738THE C.J. XL1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-501 SECTIONS - ROOF PLANA-502 DETAILSSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/05/2020dmathews
0' - 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.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.53' - 0"58' - 0"27' - 8"30' - 4"53' - 0"20' - 2"32' - 10"1' - 10 1/2"18' - 3" M.O.1' - 7"9' - 3" M.O.1' - 10 1/2"32' - 0"9' - 10"11' - 10"9' - 2"21' - 0"58' - 0"35' - 2"22' - 10"14' - 0"8' - 10"5' - 0"7' - 7"11' - 6 1/4"4' - 1 1/2"16' - 11 1/4"12' - 3 1/4"3' - 11 1/2"2' - 4 1/4"5' - 1"29' - 4"9'-0"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 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.TYP.0' - 2"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.LEAVE A 12" GAP IN THE FOOTNG FOR PLUMBING 9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/23/2020 3:21:38 PMTHE LOEWEN RESIDENCEL10, B1 - BENNETT BLUFFS20253 GLENBROOK PATHLAKEVILLE, MN 55044A-401OTT1599.15.20 TP174599310.22.20 TP8.27.20 CB9'-1 1/8"9'-0" POUR2738THE C.J. XL1/4" = 1'-0"A-4011FOUNDATION PLAN
UP 17RRAILING2/8 x 6/86EXERCISE /OFFICE2/4 x 6/832/4 x 6/832/6 x 6/856' VANITYBATHBEDROOM #642/6 x 6/85BEDROOM #55/0 x 6/8 BF114HALLCLOSET2/8 x 6/86MECHANICAL/ STORAGEW. H.FURNACEF. D.SUMP36" GAS. F.P.FAMILYROOM56' - 0"10' - 5"10' - 4"16' - 3"10' - 0"UNEXCAVATED2/8 x 6/862/6 x 6/8516" SH.2/0 x 6/81UNEXCAVATED22' - 10"35' - 2" (BRACED WALL LINE SPACING)14' - 0"8' - 10"58' - 0"0' - 4"3' - 10"5' - 0"17' - 10"9' - 10"20" CANT. ABOVE32' - 10"20' - 2"53' - 0"27' - 8"30' - 4"58' - 0"1' - 10 1/2"9' - 3" M.O.1' - 7"18' - 3" M.O.1' - 10 1/2"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.CO DET.SMOKEDET.SMOKEDET.SMOKEDET.8' - 6"10' - 10"3' - 8"17' - 2"35' - 4"1' - 8"3' - 6"12' - 6"3-9 1/2" LSL2-9 1/2" LSL3-2x103-11 7/8" LVL7' - 7"3' - 8"3' - 8"6' - 8"3' - 8"6' - 8"21' - 1"13' - 0"2' - 6"13' - 2 3/4"8' - 3 1/4"7' - 11 1/4"1' - 11 1/2"3' - 6"3' - 9 1/4"0' - 8"1' - 10"10' - 8"2x648" F.G. SHWR2' - 0"5' - 0"STEP FRAMING BACK12" @ 64" A.F.F.18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING11' - 10"9' - 2"0' - 4"32' - 0"3-2x102/6 x 6/85BEDROOM #45/0 x 6/8 BF1153' - 0"4AIR EX.2-2x102-2x10 FLUSH2-2x102-2x102-2x10FLUSHCS-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' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/23/2020 3:21:38 PMTHE LOEWEN RESIDENCEL10, B1 - BENNETT BLUFFS20253 GLENBROOK PATHLAKEVILLE, MN 55044A-402OTT1599.15.20 TP174599310.22.20 TP8.27.20 CB9'-1 1/8"9'-0" POUR2738THE C.J. XL1/4" = 1'-0"A-4021LOWER FLOOR PLANSmokeSmokeUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
DN 3RDN 17RDN 3R14' - 0"9' - 0"35' - 0"2/4 x 6/832/6 x 6/855/0 x 6/8 BF115' TUB/SHWR5/0 x 6/8 BF112/6 x 6/852/8 x 6/8FIRE RATED73/0 x 6/8 W/12" D.S. SL'S102/4 x 6/8PKT45' VANITY2/6 x 6/85OWNER'SSUITECLOSETBEDROOM #2BATHBEDROOM #324" LINENFOYERMUD ROOMLAUNDRYSINKDW36" REFGREATROOMDINETTEKITCHEN8' - 4"18' - 0"28' - 0"30' - 0"20' - 10"9' - 2"58' - 0" (BRACED WALL LINE SPACING)GARAGE18' x 8' O.H.GARAGEDOOR142' - 0"9' - 0"1' - 10"18' - 0"2' - 0"5' - 0"4' - 0"PORCH3/0 x 6/8OPG.9HOOKS26/0 x 6/8SLIDER12332' - 10" (BRACED WALL LINE SPACING)20' - 2" (BRACED WALL LINE SPACING)58' - 0"4' - 0"8' - 0"4' - 0"3' - 6"RECESSKNEE WALL W/ 14" SPINDLES ..1' - 8"27' - 4"5' - 0"25' - 0"2' - 4"6' - 10"12' - 2"12' - 10"14' - 10"6' - 4"18' - 2"16' - 10"4' - 4"4' - 4"5' - 8"6' - 4"8' - 10"10' - 10"1' - 0"0' - 7"8' - 5"13' - 4"11' - 2"16' - 1 3/4"12' - 4 1/4"13' - 4"9' - 8"4' - 7"5' - 1 1/4"4' - 8"3' - 6"12' - 6"20' - 10"10' - 10"8' - 4"11' - 2"2' - 6"2' - 4"5' - 3"2' - 7"11' - 2"2x63' - 10"8' - 8"CO DET.CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.4" CONCRETE SLAB, SLOPE TOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISEATTICACCESSSEE COLUMNDETAIL, SHEET A-5012-9 1/2" LVL2-9 1/2" LVL3-2x103-2x102-7 1/4" LVL3-2x102/8 x 6/8PKT84:124:1230" GAS C.T.W/ MICRODBL OVENLOCKERS16" SH.2/4 x 6/83PANTRY2' - 8"2' - 0"6' - 8"2/4 x 6/8PKT4FLAT PANEL53' - 0" (BRACED WALL LINE SPACING)9' x 8' O.H.GARAGEDOOR1353' - 0"11BUILT-IN2/4 x 6/8 PKT4TYP.2' - 0"6660' - 6" TYP.3HALLMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.6' - 3"2' - 5"3' - 8 1/4"13' - 0"6' - 7"5' - 0"3' - 10"14' - 7"SINKWASHERDRYEROWNER'SBATH6' FREESTANDING TUB2/4 SHWRDR.2TILE SHOWER 42" WALL W/ GLASS PANEL ABOVE 5'-6" VANITYBENCHBENCHLINEN3-2x10 CONT.2-2x102-2x102-2x102-2x103-2x10HIP GIRDERHIP GIRDER2-11 7/8" LVL2-2x12CS-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 NOTESPFH BRACEDWALL PANELPFH BRACEDWALL PANEL21' - 0" (BRACED WALL LINE SPACING)37' - 0" (BRACED WALL LINE SPACING)B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.3' - 4"ABW METHODB.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/23/2020 3:21:38 PMTHE LOEWEN RESIDENCEL10, B1 - BENNETT BLUFFS20253 GLENBROOK PATHLAKEVILLE, MN 55044A-403OTT1599.15.20 TP174599310.22.20 TP8.27.20 CB9'-1 1/8"9'-0" POUR2738THE C.J. XLTemper ifwithin 60"of tub floor.Temper ifwithin 60"of floor.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.14 ROOF VENTS REQUIRED 6' - 5"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/23/2020 3:21:39 PMTHE LOEWEN RESIDENCEL10, B1 - BENNETT BLUFFS20253 GLENBROOK PATHLAKEVILLE, MN 55044A-501OTT1599.15.20 TP174599310.22.20 TP8.27.20 CB9'-1 1/8"9'-0" POUR2738THE C.J. XL1/8" = 1'-0"A-5015ROOF PLANWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 2 2448 SH 2' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 3660-2W SH 5' - 11" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 3 6042 SL 5' - 0" 3' - 6" 6' - 10"5 WINDSOR NEXT DIMENSION 1 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"6 WINDSOR NEXT DIMENSION 3 P4860/A24 T 4' - 0" 7' - 0" 8' - 0"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/0 x 6/8 12 2/4 SHWR DR. 13 2/4 x 6/8 44 2/4 x 6/8 PKT 35 2/6 x 6/8 76 2/8 x 6/8 37 2/8 x 6/8 FIRE RATED 18 2/8 x 6/8 PKT 19 3/0 x 6/8 OPG. 110 3/0 x 6/8 W/ 12" D.S. SL'S 111 5/0 x 6/8 BF 412 6/0 x 6/8 SLIDER 113 9' x 8' O.H. GARAGE DOOR 114 18' x 8' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR EXERCISE / OFFICE . 187 SF 8' - 10" FUTURELOWER FLOOR BATH . 64 SF 8' - 10" .LOWER FLOOR BEDROOM #6 . 110 SF 8' - 10" .LOWER FLOOR BEDROOM #5 . 120 SF 8' - 10" .LOWER FLOOR HALL . 79 SF 8' - 10" .LOWER FLOOR CLOSET . 32 SF 8' - 10" .LOWER FLOOR MECHANICAL / STORAGE 404 SF 8' - 10"LOWER FLOOR FAMILY ROOM . 330 SF 8' - 10" .LOWER FLOOR BEDROOM #4 120 SF 8' - 10"LOWER FLOOR STAIRS57 SF 8' - 10"MAIN FLOOR OWNER'S SUITE CARPET 177 SF 9' - 1 1/8" 12" BOX VAULTMAIN FLOOR OWNER'S BATH TILE 104 SF 9' - 1 1/8" .MAIN FLOOR CLOSET CARPET 75 SF 9' - 1 1/8" .MAIN FLOOR BEDROOM #2 CARPET 137 SF 9' - 1 1/8" .MAIN FLOOR BATH VINYL 62 SF 9' - 1 1/8" .MAIN FLOOR BEDROOM #3 CARPET 154 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 142 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 58 SF 9' - 1 1/8" .MAIN FLOOR LAUNDRY VINYL 60 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 227 SF 9' - 1 1/8" CATHEDRAL VAULTMAIN FLOOR DINETTE WOOD 114 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 192 SF 9' - 1 1/8" .MAIN FLOOR GARAGE . 867 SF 10' - 9 3/8" .MAIN FLOOR PORCH CONCRETE 142 SF 9' - 1 1/8" .MAIN FLOOR PANTRY21 SF 9' - 1 1/8"MAIN FLOOR HALL31 SF 9' - 1 1/8"3/8" = 1'-0"A-5011METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5012TYP. COLUMN DETAIL3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:
6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCKANCHOR 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 SEALER3 1/2" CONCRETE SLABWATER PROOF COATINGFROM GRADE TO TOPOF FOOTING6 MIL POLY V.B., OVERLAP EDGESMIN. 12" & TAPE. SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCKANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" RIGID (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSINSULATION & SEALANT TOBE CONT. OVER WALLMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 10"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" PLYWOODSHEATHINGSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" PLYWOOD SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGE2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATIONRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" RIGID (R-10)INSULATION*OUTSIDE OF CONCRETEFOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGINSULATION PROTECTION FROMUNDER SIDING TO BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS3 1/2" CONCRETE SLAB W/IN-FLOOR HEATWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCKANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHING2" RIGID INSULATION3 1/2" CONCRETE SLAB W/IN-FLOOR HEATANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/12" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLAB ANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSBRACED WALL PANEL HEIGHTFOR PANEL SPLICE (IF NEEDED)ADJOINING PANEL EDGESSHALL MEET OVER AND BEFASTENED TO COMMON FRAMING8d COMMON OR GALV. BOXNAILS @ 6" O.C. AT PANELEDGES FOR SINGLE STORY AND AT4" O.C. PANEL EDGES FOR THEFIRST OF 2 STORIES8d COMMON OR GALV. BOX NAILS@ 12" O.C. AT INTERIOR SUPPORTSMIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM. LAPBARS 15" MINIMUMPANEL MUST BE ATTACHED TOCONCRETE FOOTING OR CONCRETEFOUNDATION WALL CONTINUOUSOVER BRACED WALL LINETABLE R602.10.5PANEL LENGTH PERMIN. 3/8" (10mm) WOOD STRUCTURALPANEL SHEATHING ON ONE FACEMINIMUM 2x4 FRAMING, MINIMUMDOUBLE STUDS REQUIREDSTUDS UNDER HEADER ASREQUIRED IN IRC TABLE R502.5(1)(2) HOLD-DOWN OR (2) STRAP-TYPEANCHORS PER TABLE R602.10.6.1.(ONE OF EACH SHOWN FOR CLARITY.)STRAP-TYPE ANCHORS SHALL BEPERMITTED TO BE ATTACHED OVERTHE WOOD STRUCTURAL PANEL(2) 1/2" DIAMETER ANCHOR BOLTSLOCATED BETWEEN 6 AND 12 INCHESOF EACH END OF THE SEGMENTMINIMUM FOOTING SIZE UNDER OPENINGIS 12" x 12". A TURNED-DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/23/2020 3:21:39 PMTHE LOEWEN RESIDENCEL10, B1 - BENNETT BLUFFS20253 GLENBROOK PATHLAKEVILLE, MN 55044A-502OTT1599.15.20 TP174599310.22.20 TP8.27.20 CB9'-1 1/8"9'-0" POUR2738THE C.J. XL1/2" = 1'-0"A-5021TYP. WALKOUT SECTION3/8" = 1'-0"A-5022TYP. POURED WALL SECTION1/2" = 1'-0"A-5023TYP. LOOKOUT SECTION1/2" = 1'-0"A-5024TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5025TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION3/8" = 1'-0"A-5027METHOD ABW - ALTERNATE BRACED WALL PANELS
Main Level
Member Name Results Current Solution Comments
Owner's Suite Window Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Dinette Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Great Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #2 Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #3 Window Passed 2 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam® LVL
Foyer Entry Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Drop Front Porch (H)Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Drop Front Porch (V)Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
18' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
9' Garage Door Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Lower Level
Member Name Results Current Solution Comments
Flush Stairs (H)Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Flush Mechanical (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Office Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #6 Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bedroom #4 Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Family Window Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
20253 Glenbrook Path, Lakeville, MN
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 1 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4376 @ 1 1/2"7613 (3.00")Passed (57%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1719 @ 1' 1/2"7265 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3145 @ 2' 9 7/8"13541 Passed (23%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.026 @ 2' 9 7/16"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.042 @ 2' 9 7/16"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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.72"1740 2636 4376 None
2 - Trimmer - SPF 3.00"3.00"1.50"992 1593 2585 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 9.7 --
1 - Uniform (PLF)1' to 5' 6"N/A 360.6 595.0 Generated from
Loading Assistant
2 - Point (lb)0 N/A 1056 1552 Generated from
Loading Assistant
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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Owner's Suite Window
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 2 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3070 @ 1 1/2"7613 (3.00")Passed (40%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2086 @ 1' 1/2"7265 Passed (29%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4613 @ 3' 3"13541 Passed (34%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.051 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.081 @ 3' 3"0.313 Passed (L/928)--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"1137 1934 3071 None
2 - Trimmer - SPF 3.00"3.00"1.50"1137 1934 3071 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 Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 9.7 --
1 - Uniform (PSF)0 to 6' 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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dinette Patio Door
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 3 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2223 @ 13' 3"2869 (1.50")Passed (77%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)1969 @ 9' 10 3/4"4308 Passed (46%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-2384 @ 8' 10 1/2"5919 Passed (40%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.010 @ 11' 2 1/16"0.146 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.015 @ 11' 2 5/16"0.219 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"613 1114 1727 None
2 - Trimmer - SPF 6.00"6.00"2.47"1692 3033 4725 None
3 - Trimmer - SPF 6.00"6.00"3.07"2123 3750 5873 None
4 - Trimmer - SPF 1.50"1.50"1.50"792 1430 2222 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)13' 3" o/c
Bottom Edge (Lu)13' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 13' 3"N/A 10.6 --
1 - Uniform (PSF)0 to 7' 6"17'20.0 35.0 Snow - Main
2 - Uniform (PSF)7' 6" to 13' 3"22'20.0 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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Window
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 4 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5065 @ 5' 4 1/2"5738 (3.00")Passed (88%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1994 @ 4' 5 3/4"4308 Passed (46%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3606 @ 2' 8 1/8"5919 Passed (61%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.026 @ 2' 8 9/16"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.043 @ 2' 8 9/16"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.55"1136 1827 2963 None
2 - Trimmer - SPF 3.00"3.00"2.65"2006 3058 5064 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 10.6 --
1 - Uniform (PLF)0 to 4' 6"N/A 413.7 682.5 Generated from
Loading Assistant
2 - Point (lb)5' 6"N/A 1223 1814 Generated from
Loading Assistant
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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Bedroom #2 Window
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 5 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4806 @ 6' 4 1/2"7613 (3.00")Passed (63%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)4096 @ 5' 7 3/4"5544 Passed (74%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)5641 @ 3' 3 7/8"8182 Passed (69%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.127 @ 3' 3 3/8"0.208 Passed (L/592)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.206 @ 3' 3 3/8"0.313 Passed (L/364)--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"1406 2260 3666 None
2 - Trimmer - SPF 3.00"3.00"1.89"1898 2908 4806 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 Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 7.4 --
1 - Tapered (PLF)5' 9" to 6' 6"N/A 95.5 to 85.5 157.5 to 141.1 Generated from
Loading Assistant
2 - Uniform (PLF)0 to 4' 9"N/A 413.7 682.5 Generated from
Loading Assistant
3 - Point (lb)5' 9"N/A 1223 1814 Generated from
Loading Assistant
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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Bedroom #3 Window
2 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 6 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3992 @ 1 1/2"5738 (3.00")Passed (70%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2633 @ 1' 1/4"4308 Passed (61%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)5499 @ 3'5919 Passed (93%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.050 @ 3'0.192 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.079 @ 3'0.287 Passed (L/876)--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"2.09"1472 2520 3992 None
2 - Trimmer - SPF 3.00"3.00"2.09"1472 2520 3992 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' o/c
Bottom Edge (Lu)6' o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6'N/A 10.6 --
1 - Uniform (PSF)0 to 6'24'20.0 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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Foyer Entry Door
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 7 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1741 @ 2"6694 (3.50")Passed (26%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1409 @ 1' 3/4"4308 Passed (33%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4557 @ 5' 6 3/4"5919 Passed (77%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.141 @ 5' 6 3/4"0.540 Passed (L/916)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.230 @ 5' 6 3/4"0.719 Passed (L/563)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"671 1071 1742 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"671 1071 1742 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 2" o/c
Bottom Edge (Lu)11' 2" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 1 1/2"N/A 10.6 --
1 - Uniform (PSF)0 to 11' 1 1/2" (Front)5' 6"20.0 35.0 Snow - Porch
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Drop Front Porch (H)
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 8 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2668 @ 2"6694 (3.50")Passed (40%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1955 @ 1' 3/4"4308 Passed (45%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4882 @ 4' 1 3/8"5919 Passed (82%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.101 @ 4' 5 5/8"0.438 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.162 @ 4' 5 5/8"0.583 Passed (L/646)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"1001 1667 2668 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"795 1308 2103 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 1" o/c
Bottom Edge (Lu)9' 1" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 1"N/A 10.6 --
1 - Uniform (PSF)0 to 3' 9" (Front)12'20.0 35.0 Snow - Porch
2 - Uniform (PSF)3' 9" to 9' 1" (Front)7' 6"20.0 35.0 Snow - Porch
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Drop Front Porch (V)
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 9 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3114 @ 1 1/2"7613 (3.00")Passed (41%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2702 @ 1' 2 7/8"9081 Passed (30%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)14209 @ 9' 4 1/2"20525 Passed (69%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.394 @ 9' 4 1/2"0.617 Passed (L/563)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.935 @ 9' 4 1/2"0.925 Passed (L/237)--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"1801 1312 3113 None
2 - Trimmer - SPF 3.00"3.00"1.50"1801 1312 3113 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 3" o/c
Bottom Edge (Lu)18' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 18' 9"N/A 12.1 --
1 - Uniform (PSF)0 to 18' 9"2'20.0 35.0 Snow - Garage
2 - Uniform (PSF)0 to 18' 9"2'20.0 35.0 Snow - Monos
3 - Uniform (PLF)0 to 18' 9"N/A 100.0 -Wall - Gable
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 18' Garage Door
2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 10 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1602 @ 1 1/2"3825 (3.00")Passed (42%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1212 @ 1' 2 1/4"3493 Passed (35%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3706 @ 4' 10 1/2"5306 Passed (70%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.051 @ 4' 10 1/2"0.317 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.121 @ 4' 10 1/2"0.475 Passed (L/944)--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"919 682 1601 None
2 - Trimmer - SPF 3.00"3.00"1.50"919 682 1601 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 9" o/c
Bottom Edge (Lu)9' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 9"N/A 8.6 --
1 - Uniform (PSF)0 to 9' 9"2'20.0 35.0 Snow - Garage
2 - Uniform (PSF)0 to 9' 9"2'20.0 35.0 Snow - Monos
3 - Uniform (PLF)0 to 9' 9"N/A 100.0 -Wall - Gable
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 9' Garage Door
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 11 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5693 @ 1 1/2"11419 (3.00")Passed (50%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4392 @ 1' 2 7/8"11845 Passed (37%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)15040 @ 5' 11"26772 Passed (56%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.208 @ 6' 7/16"0.298 Passed (L/687)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.292 @ 6' 7/16"0.596 Passed (L/489)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1633 4060 5693 None
2 - Trimmer - SPF 3.00"3.00"1.50"1453 3580 5033 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 2" o/c
Bottom Edge (Lu)12' 2" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 12' 2"N/A 18.2 --
1 - Uniform (PSF)0 to 4' 3" (Front)18' 9"15.0 40.0 Floor - Main
2 - Uniform (PSF)4' 3" to 6' 3" (Front)13' 1 1/2"15.0 40.0 Floor - Main
3 - Uniform (PSF)6' 3" to 12' 2" (Front)14' 4 1/2"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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Flush Stairs (H)
3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 12 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1253 @ 4"7013 (5.50")Passed (18%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)569 @ 1' 2 3/4"2498 Passed (23%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1023 @ 2' 3"3431 Passed (30%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 2' 3"0.096 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.010 @ 2' 3"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 5.50"5.50"1.50"353 900 1253 None
2 - Trimmer - SPF 5.50"5.50"1.50"353 900 1253 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 6" o/c
Bottom Edge (Lu)4' 6" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 4' 6" (Front)4'15.0 40.0 Floor - Main
2 - Uniform (PSF)0 to 4' 6" (Front)6'15.0 40.0 Floor - Stairs
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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Flush Mechanical (H)
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 13 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)925 @ 3' 1"1913 (1.50")Passed (48%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)821 @ 2' 2 1/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1065 @ 1' 10"3431 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.004 @ 1' 6 13/16"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.005 @ 1' 6 13/16"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"200 488 688 None
2 - Trimmer - SPF 1.50"1.50"1.50"267 658 925 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
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 1"2'15.0 40.0 Floor - Main
2 - Point (lb)1' 10"N/A 353 900
Linked from: Flush
Mechanical (H),
Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Office Door
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 14 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5208 @ 1 1/2"5738 (3.00")Passed (91%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3497 @ 1' 1/4"4308 Passed (81%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)5592 @ 2' 8 1/2"5919 Passed (94%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.039 @ 2' 8 3/4"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.067 @ 2' 8 11/16"0.262 Passed (L/934)--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"2.72"2265 1705 2218 6188 None
2 - Trimmer - SPF 3.00"3.00"2.29"1850 1705 1677 5232 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 ----
1 - Uniform (PSF)0 to 5' 6"8' 6"15.0 40.0 -Floor - Main
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main
3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck
4 - Tapered (PLF)0 to 9"N/A 85.5 to 95.5 -141.1 to 157.5 Generated from
Loading Assistant
5 - Uniform (PLF)1' 9" to 5' 6"N/A 360.6 -595.0 Generated from
Loading Assistant
6 - Point (lb)9"N/A 1056 -1552 Generated from
Loading Assistant
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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #6 Window
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 15 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5071 @ 1 1/2"7613 (3.00")Passed (67%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3457 @ 1' 1/2"7902 Passed (44%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)6421 @ 2'11985 Passed (54%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.059 @ 2' 7 13/16"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.101 @ 2' 7 13/16"0.262 Passed (L/626)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.00"2116 1705 2234 6055 None
2 - Trimmer - SPF 3.00"3.00"1.50"1339 1705 890 3934 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ----
1 - Uniform (PSF)0 to 5' 6"8' 6"15.0 40.0 -Floor - Main
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main
3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)0 to 2'17'20.0 -35.0 Snow - Main
5 - Point (lb)2'N/A 1137 -1934
Linked from:
Dinette Patio Door,
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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #5 Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 16 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4125 @ 1 1/2"5738 (3.00")Passed (72%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2543 @ 1' 1/4"4308 Passed (59%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)3632 @ 2' 6 3/4"5147 Passed (71%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.027 @ 2' 7 13/16"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.046 @ 2' 7 3/4"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"2.16"1685 1705 1547 4937 None
2 - Trimmer - SPF 3.00"3.00"1.50"992 1705 310 3007 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 ----
1 - Uniform (PSF)0 to 5' 6"8' 6"15.0 40.0 -Floor - Main
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main
3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)0 to 1' 3"17'20.0 -35.0 Snow - Main
5 - Point (lb)1' 3"N/A 613 -1114 Linked from: Great
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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #4 Window
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
Page 17 / 18
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7726 @ 1 1/2"11419 (3.00")Passed (68%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)5866 @ 1' 1/2"11854 Passed (49%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)16096 @ 4' 5 7/8"17977 Passed (90%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.221 @ 4' 3 1/8"0.275 Passed (L/447)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.383 @ 4' 3 1/8"0.412 Passed (L/259)--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"3235 2635 3352 9222 None
2 - Trimmer - SPF 3.00"3.00"1.71"2722 2635 2404 7761 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 10" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 15.6 ----
1 - Uniform (PSF)0 to 8' 6"8' 6"15.0 40.0 -Floor - Main
2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main
3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck
4 - Point (lb)5' 6"N/A 1136 -1827
Linked from:
Bedroom #2
Window, Support 1
5 - Uniform (PSF)0 to 2'22'20.0 -35.0 Snow - Main
6 - Uniform (PSF)2' to 5' 6"19' 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 9/15/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Window
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 10/20/2020 9:02:41 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0
File Name: 20253 Glenbrook Path, Lakeville, MN
Topaz - CJ XL
20253 Glenbrook Path, Lakeville, MN
10/20/2020; #24408
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10/30/20DJMX