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HomeMy WebLinkAboutLA171816 20395 Greenwood 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: MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"128GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAIL7:126" SMARTSIDE FRIEZE BOARD VINYL SIDING & CORNERS TYP.4" SMARTSIDE TRIM@ WINDOWS & DOORS FRONT TYP.7:126" BUMPED OUT LOUVER W/ CORBELS 6" SMARTSIDE STORYBOARD7:12ADDRESS STONE 1' - 0"0' - 3"0' - 3"0' - 3"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION7/16/2019 3:31:52 PMTHE PINCKNEY RESIDENCEL5, B2 - ASPEN GROVE20395 GREENWOOD AVENUE -LAKEVILLE, MN 550441OTT04386.26.19.CB1721132495339987.1.19 CB7.1.19 CB7.15.19 CB5.31.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE SAVANNA1/4" = 1'-0"11FRONT ELEVATION 1278:128:127:1224" RETURN TYP.1277:12ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.1281287:121271271278:121278:1224" RETURN TYP.8:128:128:128:127:127:12STANDARD ENERGY HEELS @ 7:12 & 8:1218" OVERHANGS & 12" RAKES TYP.7:127:127:127:127:12THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION7/16/2019 3:31:53 PMTHE PINCKNEY RESIDENCEL5, B2 - ASPEN GROVE20395 GREENWOOD AVENUE -LAKEVILLE, MN 550442OTT04386.26.19.CB1721132495339987.1.19 CB7.1.19 CB7.15.19 CB5.31.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE SAVANNA1/8" = 1'-0"21RIGHT ELEVATION1/8" = 1'-0"22REAR ELEVATION1/8" = 1'-0"23LEFT ELEVATION1/8" = 1'-0"24ROOF PLAN 9' - 10"18' - 6"30' - 6"20' - 6"10' - 0"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.49' - 0"0' - 2"27' - 8"2' - 0"20' - 6"0' - 4"22' - 6"27' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY.ANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT6' - 10"12' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY.50' - 0"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"6' - 8 1/4"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.12' - 7 1/2"6' - 8 1/2"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.28' - 2 1/2"18' - 9 1/2"11' - 10"30" x 30" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY (2)19' - 4"5' - 0"6' - 10"12' - 0"10' - 4"6' - 0"22' - 4"EGRESS WELL11' - 0"19' - 0"17' - 0"2' - 0"47' - 0"49' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEFOOTING SIZED BY OTHERS7' - 10"6' - 0"5' - 10"32' - 2"6' - 0"30' - 2"2' - 0"11' - 10"38' - 2"50' - 0"10' - 10"11' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY.37' - 9"9' - 3"6' - 3 1/4"14' - 9 1/4"15' - 2 3/4"4' - 0"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.28' - 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 ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION7/16/2019 3:31:53 PMTHE PINCKNEY RESIDENCEL5, B2 - ASPEN GROVE20395 GREENWOOD AVENUE -LAKEVILLE, MN 550443OTT04386.26.19.CB1721132495339987.1.19 CB7.1.19 CB7.15.19 CB5.31.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE SAVANNA1/4" = 1'-0"31FOUNDATION PLAN UP 16RUNEXCAVATEDMECHANICAL /STORAGE9' - 10"11' - 10"20' - 6"10' - 0"0' - 2"18' - 6"30' - 6"30' - 2"2' - 0"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING10' - 11"19' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATEDSET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB0' - 4"49' - 0"2/8 x 6/8BEDROOM #5CARPET.SUMPFLOOR GIRDER6' - 3 1/4"11' - 1 3/4"4' - 4"6' - 7"2/4 x 6/848" F.G. SHWR6'-6"' VANITYBATHVINYL.2x6FURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALLW/ PAINTED 14" SPINDLES 910' - 4"12' - 0"2' - 0"20' - 6"22' - 6"27' - 6"19' - 4"27' - 8"CO DET.SMOKEDET.2-2x102-2x10 FLUSHANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4 1/2"8' - 3" M.O.1' - 4 1/2"SMOKEDET.W. H.2-2x10F. D.2-2x107' - 8"4' - 6"7' - 6"2' - 6"9' - 4"9' - 3"6' - 7 3/4"12' - 6"6' - 10"11' - 0"19' - 0"17' - 0"2' - 0"47' - 0"49' - 0"6' - 0"22' - 4"50' - 0"38' - 2"11' - 10"50' - 0"6' - 0"5' - 10"32' - 2"6' - 0"7' - 10"EGRESS WELL2/4 x 6/8R & SH.CLOSET2/6 x 6/82x624" CANT. ABOVE4' - 0"124' - 10 3/4"28' - 4"W.S.CAN'T. END OFFLUSH BEAMOUT 3'-3" HERE3-14" LVL FLUSH FULL LENGTH2-2x103-16" LVL FLUSH5x5 PSL18" FLOOR TRUSSESPER MFG. SPACINGFLOOR GIRDERANCHOR BOLTS TO EACH SIDE OF BEARING POINTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION7/16/2019 3:31:54 PMTHE PINCKNEY RESIDENCEL5, B2 - ASPEN GROVE20395 GREENWOOD AVENUE -LAKEVILLE, MN 550444OTT04386.26.19.CB1721132495339987.1.19 CB7.1.19 CB7.15.19 CB5.31.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE SAVANNA1/4" = 1'-0"41LOWER FLOOR PLANCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES DN 3RUP 17RDN 16R47' - 0"2' - 0"36" REFSINKDWPORCHCONCRETE.20' - 6"10' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"4" REINFORCED CONCRETE SLAB,SLOPE TOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR PLATE16' x 8' O.H.GARAGEDOOR20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING17' - 0"19' - 0"11' - 0"GARAGE20" FLOOR TRUSSESPER MFG. SPACING28' - 0"2/8 x 6/8FIRE RATED4' - 0"4' - 6"22' - 6"27' - 6"50' - 0"FOYERWOOD.GREATROOMWOOD.DININGWOOD.EQEQ6' - 0"10' - 0"RAILING KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAIL10520' - 6"2' - 0"18' - 6" (BRACED WALL LINE SPACING)30' - 6" (BRACED WALL LINE SPACING)6' - 0"32' - 0"6' - 0"6' - 0"5' - 3"1' - 9"12' - 0"7' - 4 1/4"2' - 6"9' - 1 3/4"2/4 x 6/83' - 9"1' - 0"4' - 0"MECH CHASE17' - 4 3/4"10' - 7 1/4"DBL. FRAMED WALLFOR REFG. RECESSOVEN /MICRO5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"2' - 2"1' - 8"3' - 10"7' - 0"PANTRYVINYL.CLOSETVINYL.FLEXROOMWOOD.36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.SET F.P. @ FINISHED FLOOR NO HEARTH W/ TILE SURROUND2' - 11"13' - 1"6' - 0"2' - 6"3' - 6"9' - 0"8' - 0"7' - 6"11' - 6"6' - 0"5' - 0"771186641' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDER22' - 0"6' - 0"KITCHENWOOD.POWDERWOOD.R & SH.3-2x6 TRIMMERS3-2x6 TRIMMERSGIRDER TRUSSGIRDER TRUSS8' x 8' O.H.GARAGEDOOR3-16" LVL2-9 1/2" LSL2-2x102-2x102-2x102-2x10 W/ 2 TRIMMERS2-2x102-2x102-2x10 W/2 TRIMMERS2-2x10 W/ 2 TRIMMERS 2-2x10 FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHMFG. ROOF TRUSSES@ 24" O.C.B.W.P.4' - 0"B.W.P.8' - 0"B.W.P.3' - 0"B.W.P.5' - 0"B.W.P.2' - 8"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.1' - 6"B.W.P.2' - 3"B.W.P.2' - 3"PORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS B.W.P.12' - 0"B.W.P.4' - 0"R-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x102-2x106'-10" ABOVE LANDING2/8 x 6/8S.R.O.20" FLOOR TRUSSESPER MFG. SPACINGRECYCLE2' - 10"9' - 4"MUDROOMVINYL.19' - 0"11' - 6"7' - 0"2/4 x 6/8PED. SINK49' - 0" (BRACED WALL LINE SPACING)4' - 9"6' - 9"WALL ABOVE BEARINGON FLOOR TRUSSES 5' - 4"7' - 8"0' - 4"B.W.P.4' - 0"B.W.P.3' - 0"2/4 x 6/8PKT2/6 x 6/816" SH.R & SH.2/8 x 6/8FULL VIEW4' - 7"9' - 0"49' - 0"1' - 0"5' - 0"2' - 0"19' - 10"5' - 0"5' - 2"12' - 0"38' - 0"50' - 0"4' - 0 3/4"END PANEL28' - 0"B.W.P.4' - 0"2-11 1/2" LSL DROPPED2-9 1/2" LSL FLUSH2-2x10 FLUSH2-11 7/8" LSLHALF WALL2/8 x 6/8FULL VIEW8112/8 x 6/8OPG.BRACED WALL DESIGNTO BE UPDATED WHEN PLAN IN FINALIZED2' - 0"2' - 4"2' - 10"2' - 4"6' - 9"10' - 9"GAS F.P.14' - 3 1/2"2' - 6"3' - 6"FANBENCH W/PAINTEDBEAD BD.& HOOKSU.C. REFGAS LINE FOR FUTURE GRILLVERIFY LOCATION.2-2x10 W/2 TRIMMERS3-14" LVL FLUSH2-2x10HUC210-22-2x102-2x10LUS28-2HGUS482-9 1/2" LSL DROPPEDHGUS484-2x65x5 PSL4-2x65x5 PSL5x5 PSLMONO ROOF TRUSSES@ 24" O.C.3-11 7/8" LSL FLUSH2-9 1/2" LVL 2-2x10FLUSHB.W.P.2' - 0"14' - 0" (BRACED WALL LINE SPACING)34' - 0" (BRACED WALL LINE SPACING)46' - 0" (BRACED WALL LINE SPACING)B.W.P.2' - 8"A.B.WMETHODA.B.WMETHODB.W.P.2' - 0"3/0 x 6/8 W/12" D.S.SL'S1/4" = 1'-0"51MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION7/16/2019 3:31:55 PMTHE PINCKNEY RESIDENCEL5, B2 - ASPEN GROVE20395 GREENWOOD AVENUE -LAKEVILLE, MN 550445OTT04386.26.19.CB1721132495339987.1.19 CB7.1.19 CB7.15.19 CB5.31.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE SAVANNACS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES DN 17R17' - 0"15' - 0"10' - 0"L.T.6' - 0"5' - 10"30' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.2/6 x 6/8SMOKEDET.R & SH.CLOSETCARPET.ENSUITETILE.OWNER'SSUITE12" BOX VAULTCARPETBEDROOM #2CARPET.HALLCARPET.BEDROOM #3CARPET.12' - 0"2' - 8"5' - 4"6' - 5"3' - 6"16' - 1"12' - 9"4' - 0"4' - 0"15' - 3"311342' - 0" (BRACED WALL LINE SPACING)11' - 0"6' - 4 1/4"3' - 11 3/4"4' - 3"3' - 8 1/2"2' - 4 1/4"10' - 4 1/4"5' - 7 7/8"11' - 4 1/8"7' - 6"7' - 6"16' - 9"19' - 3"11' - 6 1/4"28' - 5 3/4"214' - 10"3' - 5"6' - 7 1/4"4' - 7 3/4"7' - 1"5' - 5"R & SH.TYP.2' - 0"2-2x102-2x102-2x102-2x102-2x102-9 1/2" LSL2-2x6 EA. SIDEMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.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.4' - 0"B.W.P.2' - 8"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"ATTICACCESSWALL BEARING ONTRUSSES BELOW10'-10" ABOVE LANDING132' - 0"2' - 0"36' - 0"6' - 0"46' - 0"5' - 9 1/4"4' - 4 1/2"5' - 10"4' - 0 1/4"48" F.G. SHWR4' VANITY17' - 6"13' - 6"11' - 0"42' - 0"2/6 x 6/8PKT2/4 x 6/8OPG.KNEE WALL W/14" PAINTED SPINDELS 2/8 x 6/82/6 x 6/82/4 x 6/82/4 x 6/82x62' LINEN3' VANITY3' VANITY2/6 x 6/82/4 x 6/82/4 x 6/85' TUB/SHWR2/4 x 6/8PKT2/4 x 6/8R & SH.R & SH.CLOSET8' - 9"8' - 9"4' - 4"4' - 7"4' - 7"5' - 3"5' - 9"2/6 x 6/82/8 x 6/8LAUNDRYVINYL.BEDROOM #4CARPET.2/4 x 6/8CLOSETCARPET.R & SH.6' VANITYHALF WALL W/GLASS PANEL 2' - 4"TILE SHOWERSHELF6' - 0"40' - 0"221BATHVINYL.CLOSETCARPET.R & SH.2' - 0"SMOKEDET.B.W.P.2' - 8"B.W.P.2' - 8"2-2x102-2x102-2x1046' - 0"0' - 11"MAKE-UPCOUNTER W/ CABINETS BELOWWASHERDRYERSEAT40' - 0" (BRACED WALL LINE SPACING)B.W.P.2' - 8"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION7/16/2019 3:31:55 PMTHE PINCKNEY RESIDENCEL5, B2 - ASPEN GROVE20395 GREENWOOD AVENUE -LAKEVILLE, MN 550446OTT04386.26.19.CB1721132495339987.1.19 CB7.1.19 CB7.15.19 CB5.31.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE SAVANNA1/4" = 1'-0"61UPPER FLOOR PLANCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS1' - 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 POSTBRACED WALL PANEL HEIGHTFOR PANEL SPLICE (IF NEEDED)ADJOINING PANEL EDGESSHALL MEET OVER AND BEFASTENED TO COMMON FRAMING8d COMMON OR GALV. BOXNAILS @ 6" O.C. AT PANELEDGES FOR SINGLE STORY AND AT4" O.C. PANEL EDGES FOR THEFIRST OF 2 STORIES8d COMMON OR GALV. BOX NAILS@ 12" O.C. AT INTERIOR SUPPORTSMIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM. LAPBARS 15" MINIMUMPANEL MUST BE ATTACHED TOCONCRETE FOOTING OR CONCRETEFOUNDATION WALL CONTINUOUSOVER BRACED WALL LINETABLE R602.10.5PANEL LENGTH PERMIN. 3/8" (10mm) WOOD STRUCTURALPANEL SHEATHING ON ONE FACEMINIMUM 2x4 FRAMING, MINIMUMDOUBLE STUDS REQUIREDSTUDS UNDER HEADER ASREQUIRED IN IRC TABLE R502.5(1)(2) HOLD-DOWN OR (2) STRAP-TYPEANCHORS PER TABLE R602.10.6.1.(ONE OF EACH SHOWN FOR CLARITY.)STRAP-TYPE ANCHORS SHALL BEPERMITTED TO BE ATTACHED OVERTHE WOOD STRUCTURAL PANEL(2) 1/2" DIAMETER ANCHOR BOLTSLOCATED BETWEEN 6 AND 12 INCHESOF EACH END OF THE SEGMENTMINIMUM FOOTING SIZE UNDER OPENINGIS 12" x 12". A TURNED-DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION7/16/2019 3:31:55 PMTHE PINCKNEY RESIDENCEL5, B2 - ASPEN GROVE20395 GREENWOOD AVENUE -LAKEVILLE, MN 550447OTT04386.26.19.CB1721132495339987.1.19 CB7.1.19 CB7.15.19 CB5.31.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE SAVANNA3/8" = 1'-0"71METHOD PFH -PORTAL FRAME WITH HOLD-DOWNSWINDOW 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 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 5' - 8 7/8"4 WINDSOR NEXT DIMENSION 1 3048 SH 2' - 6" 4' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 3618 AWN FIXED 3' - 0" 1' - 6"6' - 10"6 WINDSOR NEXT DIMENSION 2 3672 SH 3' - 0" 6' - 0" 8' - 0"7 WINDSOR NEXT DIMENSION 2 3672-2W SH 6' - 0" 6' - 0" 8' - 0"8 WINDSOR NEXT DIMENSION 2 3672-3W SH 8' - 11" 6' - 0" 8' - 0"9 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0"11' - 5"10 WINDSOR NEXT DIMENSION 1 4848 PIC 4' - 0" 4' - 0" 12' - 6 3/4"11 WINDSOR NEXT DIMENSION 2 4860 SL 4' - 0" 5' - 0" 8' - 0"12 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"13 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"1/2" = 1'-0"74GARAGE CEILING1/2" = 1'-0"72TYP. COLUMN3/8" = 1'-0"75METHOD ABW -ALTERNATE BRACED WALL PANELS WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES18" TOP CHORDBEARING FLOOR TRUSSES,SPACING PER MFG.3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION7/16/2019 3:31:56 PMTHE PINCKNEY RESIDENCEL5, B2 - ASPEN GROVE20395 GREENWOOD AVENUE -LAKEVILLE, MN 550448OTT04386.26.19.CB1721132495339987.1.19 CB7.1.19 CB7.15.19 CB5.31.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE SAVANNA3/8" = 1'-0"81TYP. WALL SECTION1/2" = 1'-0"82TYP. 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:1/2" = 1'-0"83TYP. LOOKOUT SECTION1/2" = 1'-0"84TYP. HOUSE/STOOP WALL1/2" = 1'-0"85TYP. HOUSE/GARAGE WALL1/2" = 1'-0"86BEARING WALL SECTION 01: Upper Level Member Name Results Current Solution Comments Owners Suite Bathroom Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Landing Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 02: Main Level Member Name Results Current Solution Comments Great Room Back Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Stairs Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Side Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Patio Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mudroom Flexroom Flush Beam Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flex Room Back Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Mudroom Sertvice Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Garage 8' OHD Passed 3 Piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Garage 16' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Front Porch (H) Flush Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Front Porch Right (V) Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Porch (V) Dropped Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Front Porch (H) Dropped Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Front Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Powder Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Flush Beam Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Stairs Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Room Side Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Beam over Dining Room (V)Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Beam over Dining Room (H)Passed 3 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Dining Room Opening Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flex Room Window Side Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 03: Lower Level Member Name Results Current Solution Comments Bedroom # 5 FLR Beam Passed 3 Piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Mechanical Room Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Beam over Rec Room (H)Passed 3 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Bedroom #5 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 20395 Greenwood Ave, Lakeville, MN (2).4te JOB SUMMARY REPORT Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 1 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"525 906 1431 None 2 - Trimmer - SPF 1.50"1.50"1.50"525 906 1431 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1431 @ 0 1913 (1.50")Passed (75%)--1.0 D + 1.0 S (All Spans) Shear (lbs)292 @ 10 3/4"2872 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)805 @ 1' 1 1/2"3946 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.003 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Owners Suite Bathroom WindowMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 1 - Uniform (PSF)0 to 2' 3"23'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 2 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.63"1529 2616 4145 None 2 - Trimmer - SPF 3.00"3.00"1.63"1529 2616 4145 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4145 @ 1 1/2"7613 (3.00")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2816 @ 1' 1/2"7902 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6227 @ 3' 3"11985 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.089 @ 3' 3"0.208 Passed (L/844)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.141 @ 3' 3"0.313 Passed (L/533)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. Upper Level, Stairs Landing WindowMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 1 - Uniform (PSF)0 to 6' 6"23'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 3 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1671 1631 445 3747 None 2 - Trimmer - SPF 3.00"3.00"1.97"2507 2377 957 5841 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5008 @ 9' 4 1/2"7613 (3.00")Passed (66%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3936 @ 8' 5 1/2"6872 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8947 @ 5' 1 1/16"10422 Passed (86%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.195 @ 4' 10 5/8"0.308 Passed (L/569)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.411 @ 4' 10 5/16"0.463 Passed (L/270)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 10" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 6" o/c unless detailed otherwise. Main Level, Great Room Back WindowMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 10.4 1 - Uniform (PSF)0 to 7' 9"7' 9"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)7' 9" to 9' 6"12'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 9' 6"1'80.0 --Wall - Upper Level 4 - Point (lb)3' 9"N/A 459 -289 Bedroom # 2 Window 5 - Uniform (PSF)3' 9" to 9' 6"3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)3' 9" to 9' 6"1'100.0 --Wall - Gable 7 - Point (lb)7' 9"N/A 724 766 509 Linked from: Main Level FLR Girder, Support 2 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 4 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"313 788 1101 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"313 788 1101 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1101 @ 2"4463 (3.50")Passed (25%)--1.0 D + 1.0 L (All Spans) Shear (lbs)641 @ 1' 3/4"2498 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1222 @ 2' 6 1/2"3431 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.013 @ 2' 6 1/2"0.119 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.018 @ 2' 6 1/2"0.237 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 1" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Stairs Flush BeamMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 1"N/A 7.0 1 - Uniform (PSF)0 to 5' 1" (Front)7' 9"15.0 40.0 Floor - Upper Level Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 5 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1413 None 2 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1413 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1327 @ 0 1913 (1.50")Passed (69%)--1.0 D + 1.0 S (All Spans) Shear (lbs)768 @ 10 3/4"2872 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1410 @ 2' 1 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.009 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 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 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Dining Room Side WindowMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 1 - Uniform (PSF)0 to 4' 3"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 4' 3"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 4' 3"9' 6"20.0 -35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 6 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.56"1271 510 446 2227 None 2 - Trimmer - SPF 3.00"3.00"1.56"1271 510 446 2227 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1988 @ 1 1/2"3825 (3.00")Passed (52%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)814 @ 1' 1/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2144 @ 4' 3"3431 Passed (62%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.045 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.095 @ 4' 3"0.412 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Dining Room Patio DoorMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 1 - Uniform (PSF)0 to 8' 6"3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 8' 6"1'80.0 --Wall - Upper Level 3 - Point (lb)0 N/A 710 -446 Owners Suite Window 4 - Point (lb)8' 6"N/A 710 -446 Owners Suite Window Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 7 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.89"2507 192/-32 3952 6651/-32 Blocking 2 - Column - PSL 5.50"5.50"4.35"8462 534 12107 21103 None 3 - Stud wall - SPF 5.50"5.50"3.27"2900 207/-22 4401 7508/-22 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)20569 @ 10' 6"25988 (5.50")Passed (79%)--1.0 D + 1.0 S (All Spans) Shear (lbs)9941 @ 11' 8 5/8"14817 Passed (67%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-22340 @ 10' 6"27519 Passed (81%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.194 @ 16' 6 7/8"0.279 Passed (L/692)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.306 @ 16' 8 1/16"0.558 Passed (L/438)--1.0 D + 1.0 S (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 14' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. Main Level, Mudroom Flexroom Flush BeamMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 22'N/A 19.5 1 - Uniform (PSF)0 to 22' (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 22' (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 22' (Front)2' 6"20.0 -35.0 Snow - Monos 4 - Uniform (PSF)0 to 9' 9" (Front)23'20.0 -35.0 Snow - Main 5 - Uniform (PSF)11' 9" to 22' (Front)23'20.0 -35.0 Snow - Main 6 - Point (lb)9' 9" (Front)N/A 525 -906 Linked from: Owners Suite Bathroom Window, Support 1 7 - Point (lb)11' 9" (Front)N/A 525 -906 Linked from: Owners Suite Bathroom Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 8 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.20"2691 1141 2718 6550 None 2 - Trimmer - SPF 3.00"3.00"1.74"2048 386 2366 4800 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)5584 @ 1 1/2"7613 (3.00")Passed (73%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)4867 @ 1' 1/2"7265 Passed (67%)1.15 1.0 D + 1.0 S (All Spans) [1] Moment (Ft-lbs)13214 @ 3'13541 Passed (98%)1.15 1.0 D + 1.0 S (All Spans) [1] Live Load Defl. (in)0.109 @ 3'0.208 Passed (L/688)--1.0 D + 1.0 S (All Spans) [1] Total Load Defl. (in)0.199 @ 3'0.313 Passed (L/378)--1.0 D + 1.0 S (All Spans) [1] System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 10" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. Main Level, Flex Room Back WindowMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 9.7 1 - Uniform (PSF)0 to 3'11'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3'1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 6' 6"1'100.0 --Wall - Gable 5 - Point (lb)3'N/A 2900 207/-22 4401 Linked from: Mudroom Flexroom Flush Beam, Support 3 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 9 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 None 2 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2303 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)893 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1642 @ 1' 8"3431 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Mudroom Sertvice DoorMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 1 - Uniform (PSF)0 to 3' 4"25'15.0 40.0 Floor - Upper Level Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 10 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.25"5.25"3.75"7355 2898 6998 17251 None 2 - Trimmer - SPF 3.00"3.00"2.48"4588 1530 4843 10961 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9431 @ 8' 9 3/4"11419 (3.00")Passed (83%)--1.0 D + 1.0 S (All Spans) Shear (lbs)14487 @ 1' 9 1/4"18354 Passed (79%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)42552 @ 3' 3"53672 Passed (79%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.088 @ 4' 3 5/8"0.283 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.175 @ 4' 3 9/16"0.425 Passed (L/584)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 11" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 11" o/c unless detailed otherwise. Main Level, Garage 8' OHDMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 11 1/4"N/A 24.5 1 - Uniform (PSF)0 to 3' 3"3'20.0 -35.0 Snow - Garage 2 - Uniform (PSF)3' 3" to 8' 11 1/4"12' 3"20.0 -35.0 Snow - Garage 3 - Point (lb)3' 3"N/A 10135 4428 9061 Linked from: Garage (V) Girder Truss, Support 1 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 11 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None 2 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1951 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1662 @ 1' 2 7/8"9878 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7929 @ 8' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.325 @ 8' 4 1/2"0.550 Passed (L/608)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.542 @ 8' 4 1/2"0.825 Passed (L/366)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 14' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise. Main Level, Garage 16' OHDMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 1 - Uniform (PSF)0 to 16' 9"4'20.0 35.0 Snow - Garage Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 12 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.94"1806 640 807 3253 Blocking 2 - Hanger on 9 1/2" SPF beam 3.50"Hanger¹1.50"1723 508 781 3012 See note ¹ All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2700 @ 11'4725 (1.50")Passed (57%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2339 @ 1' 1"7902 Passed (30%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)6816 @ 5' 2 3/4"11985 Passed (57%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.155 @ 5' 6 7/16"0.271 Passed (L/836)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.417 @ 5' 6 9/16"0.542 Passed (L/312)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' o/c unless detailed otherwise. Main Level, Front Porch (H) Flush BeamMEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d None Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11'N/A 10.4 1 - Uniform (PSF)0 to 7' (Front)3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)7' to 11' 3 1/2" (Front)2'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 11' 3 1/2" (Front)1'80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 11' 3 1/2" (Front)1'20.0 -35.0 Snow - Porch 5 - Point (lb)3' 4" (Front)N/A 459 -289 BEdroom # 3 Window 6 - Point (lb)8' 4" (Front)N/A 459 -289 BEdroom # 3 Window 7 - Uniform (PSF)0 to 3' 4" (Front)3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)8' 4" to 11' 3 1/2" (Front)3'20.0 -35.0 Snow - Main 9 - Uniform (PSF)0 to 3' 4" (Front)1'100.0 --Wall - Gable 10 - Uniform (PSF)8' 4" to 11' 3 1/2" (Front)1'100.0 --Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 13 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 14 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Beam - LSL 3.50"3.50"3.41"2485 622 1854 4961 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"644 314/-4 182 1140/-4 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4342 @ 1'4463 (3.50")Passed (97%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2537 @ 1' 11"2872 Passed (88%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)2563 @ 2'3946 Passed (65%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.014 @ 3' 3 13/16"0.128 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.037 @ 3' 3 15/16"0.256 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Overhang deflection criteria: LL (2L/480) and TL (2L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 4" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Front Porch Right (V) Flush BeamMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 3 1/2"N/A 7.0 1 - Uniform (PSF)0 to 2' (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)2' to 6' 3 1/2" (Front)2'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 6' 3 1/2" (Front)1'80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 2' (Front)17' 6"20.0 -35.0 Snow - Main 5 - Point (lb)2' (Front)N/A 1723 508 781 Linked from: Front Porch (H) Flush Beam, Support 2 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 15 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Hanger on 9 1/2" LSL beam 3.50"Hanger¹2.06"3421 692 3154 7267 See note ¹ 2 - Trimmer - SPF 3.00"3.00"2.08"2250 210 3024 5484 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6498 @ 3 1/2"6498 (2.06")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)5914 @ 1' 1"7902 Passed (75%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9502 @ 3' 8 5/16"11985 Passed (79%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.150 @ 3' 9 7/8"0.237 Passed (L/571)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.269 @ 3' 9 5/8"0.356 Passed (L/317)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 3" o/c unless detailed otherwise. Main Level, Front Porch (V) Dropped BeamMEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger HGUS48 4.00"N/A 36-16d 12-16d None 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)3 1/2" to 7' 6 1/2"N/A 10.4 1 - Uniform (PSF)1' to 7' 6 1/2" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)1' to 7' 6 1/2" (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 1' (Front)3'20.0 -35.0 Snow - Porch 4 - Uniform (PSF)0 to 1' (Front)1'100.0 --Wall - Gable 5 - Uniform (PSF)1' to 7' 6 1/2" (Front)23'20.0 -35.0 Snow - Main 6 - Point (lb)1' (Front)N/A 1806 640 807 Linked from: Front Porch (H) Flush Beam, Support 1 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 16 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"5.59"4149 819/-89 4168 9136/-89 Blocking 2 - Stud wall - SPF 5.50"5.50"3.99"3049 1078/-160 2770 6897/-160 Blocking 3 - Stud wall - SPF 5.50"5.50"1.85"1482 641 1045 3168 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8317 @ 1' 2 3/4"8181 (5.50")Passed (102%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)6612 @ 2 1/2"7902 Passed (84%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-8214 @ 1' 2 3/4"11985 Passed (69%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.087 @ 0 0.200 Passed (2L/340)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.182 @ 0 0.200 Passed (2L/162)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (0.2") and TL (0.2"). •Top Edge Bracing (Lu): Top compression edge must be braced at 17' 2" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 9" o/c unless detailed otherwise. Main Level, Front Porch (H) Dropped BeamMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 6"N/A 10.4 1 - Uniform (PSF)0 to 11' (Front)3'20.0 -35.0 Snow - Porch 2 - Uniform (PSF)11' to 18' 6" (Front)2'20.0 -35.0 Snow - Porch 3 - Uniform (PSF)11' to 18' 6" (Front)3' 3"15.0 40.0 -Floor - Upper Level 4 - Point (lb)14' 6" (Front)N/A 188 -118 Closet Window 5 - Point (lb)16' 6" (Front)N/A 188 -118 Closet Window 6 - Uniform (PSF)11' to 14' 6" (Front)3'20.0 -35.0 Snow - Main 7 - Uniform (PSF)16' 6" to 18' 6" (Front)3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)11' to 14' 6" (Front)1'100.0 --Wall - Gable 9 - Uniform (PSF)16' 6" to 18' 6" (Front)1'100.0 --Wall - Gable 10 - Point (lb)11' (Front)N/A 2485 622 1854 Linked from: Front Porch Right (V) Flush Beam, Support 1 11 - Point (lb)0 (Front)N/A 3421 692 3154 Linked from: Front Porch (V) Dropped Beam, Support 1 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 17 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.95"1076 1408 182 2666 None 2 - Trimmer - SPF 3.00"3.00"1.50"432 1094 -1526 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)2484 @ 1 1/2"3825 (3.00")Passed (65%)--1.0 D + 1.0 L (All Spans) [1] Shear (lbs)1027 @ 1' 1/4"2498 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-lbs)2197 @ 3' 1 1/2"3431 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.037 @ 3' 1 1/2"0.200 Passed (L/999+)--1.0 D + 1.0 L (All Spans) [1] Total Load Defl. (in)0.051 @ 3' 1 1/2"0.300 Passed (L/999+)--1.0 D + 1.0 L (All Spans) [1] System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Foyer Front DoorMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 7.0 1 - Uniform (PSF)0 to 6' 3"8' 9"15.0 40.0 -Floor - Upper Level 2 - Point (lb)0 N/A 644 314/-4 182 Linked from: Front Porch Right (V) Flush Beam, Support 2 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 18 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"177 447 624 None 2 - Trimmer - SPF 1.50"1.50"1.50"177 447 624 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)624 @ 0 1913 (1.50")Passed (33%)--1.0 D + 1.0 L (All Spans) Shear (lbs)217 @ 10 3/4"2498 Passed (9%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)429 @ 1' 4 1/2"3431 Passed (13%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.002 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.002 @ 1' 4 1/2"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Powder WindowMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 7.0 1 - Uniform (PSF)0 to 2' 9"8' 1 1/2"15.0 40.0 Floor - Upper Level Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 19 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"2.05"886 2167 3053 Blocking 2 - Stud wall - SPF 3.50"3.50"2.86"1211 3047 4258 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4257 @ 9' 8"5206 (3.50")Passed (82%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3113 @ 8' 6 5/8"8590 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9450 @ 5' 13/16"15953 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.167 @ 4' 11 3/4"0.237 Passed (L/683)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.234 @ 4' 11 11/16"0.475 Passed (L/488)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 9' 10" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 10" o/c unless detailed otherwise. Main Level, Foyer Flush BeamMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 9' 10"N/A 13.0 1 - Uniform (PSF)0 to 3' (Front)4' 3"15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)3' to 9' 10" (Front)16'15.0 40.0 Floor - Upper Level 3 - Point (lb)3' (Front)N/A 138 330 Linked from: Foyer Stairs Flush Beam, Support 1 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 20 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 9 1/4" SPF beam 3.50"Hanger¹1.50"138 330 468 See note ¹ 2 - Stud wall - SPF 3.50"3.50"1.50"133 312 445 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)412 @ 3 1/2"1913 (1.50")Passed (22%)--1.0 D + 1.0 L (All Spans) Shear (lbs)258 @ 1' 3/4"2498 Passed (10%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)424 @ 2' 4 1/4"3431 Passed (12%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 2' 4 1/4"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.005 @ 2' 4 1/4"0.206 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 4" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Foyer Stairs Flush BeamMEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 3-10d None 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)3 1/2" to 4' 7"N/A 7.0 1 - Uniform (PSF)0 to 4' 7" (Front)3' 6"15.0 40.0 Floor - Stairs Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 21 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.88"984 70 1409 2463 None 2 - Trimmer - SPF 3.00"3.00"1.88"984 70 1409 2463 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2392 @ 1 1/2"3825 (3.00")Passed (63%)--1.0 D + 1.0 S (All Spans) Shear (lbs)997 @ 1' 1/4"2872 Passed (35%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1805 @ 1' 9"3946 Passed (46%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.007 @ 1' 9"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.012 @ 1' 9"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Great Room Side WindowMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 7.0 1 - Uniform (PSF)0 to 3' 6"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 6"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 6"23'20.0 -35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 22 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Hanger on 9 1/4" LVL beam 5.50"Hanger¹1.63"1086 131 1321 2538 See note ¹ 2 - Trimmer - SPF 5.50"5.50"1.82"1048 126 1270 2444 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2074 @ 5 1/2"2074 (1.63")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1507 @ 1' 2 3/4"2872 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2927 @ 3' 3 3/8"3946 Passed (74%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.033 @ 3' 3 3/8"0.141 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.061 @ 3' 3 3/8"0.282 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Flush Beam over Dining Room (V)MEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger HUC210-2 2.50"N/A 14-16d 6-10d None 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)5 1/2" to 6' 5 1/4"N/A 7.0 1 - Uniform (PSF)0 to 6' 5 1/4" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 6' 5 1/4" (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 6' 5 1/4" (Front)9' 6"20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 6' 5 1/4" (Front)2'20.0 -35.0 Snow - Monos Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 23 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.59"1764 4275 -6039 None 2 - Trimmer - SPF 5.50"5.50"1.91"2850 4406 1321 8577 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7256 @ 14' 8"20934 (5.50")Passed (35%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4730 @ 1' 7 1/2"13965 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20678 @ 7' 6"36387 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.248 @ 7' 6"0.358 Passed (L/692)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.351 @ 7' 6"0.717 Passed (L/490)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 15' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c unless detailed otherwise. Main Level, Flush Beam over Dining Room (H)MEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 1 - Uniform (PSF)0 to 15' (Front)14' 3"15.0 40.0 -Floor - Upper Level 2 - Point (lb)15' (Front)N/A 1086 131 1321 Linked from: Flush Beam over Dining Room (V), Support 1 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 24 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"666 678 216 1560 None 2 - Trimmer - SPF 1.50"1.50"1.50"666 678 216 1560 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1344 @ 0 1913 (1.50")Passed (70%)--1.0 D + 1.0 L (All Spans) Shear (lbs)563 @ 10 3/4"2498 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1036 @ 1' 6 1/2"3431 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.006 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Dining Room OpeningMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)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"11'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 3' 1"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 1"3'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 3' 1"1'20.0 -35.0 Snow - Monos 5 - Uniform (PLF)0 to 3' 1"N/A 100.0 --Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 25 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"315 512 827 None 2 - Trimmer - SPF 3.00"3.00"1.50"315 512 827 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)827 @ 1 1/2"3825 (3.00")Passed (22%)--1.0 D + 1.0 S (All Spans) Shear (lbs)567 @ 1' 1/4"2872 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1243 @ 3' 3"3946 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.020 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.032 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Flex Room Window SideMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 1 - Uniform (PSF)0 to 6' 6"4' 6"20.0 35.0 Snow - Monos Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 26 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Column - PSL 3.50"3.50"3.16"5615 2298 6803 14716 Blocking 2 - Column - SPF 5.50"5.50"2.71"4599 2306 5304 12209 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)12442 @ 2"13781 (3.50")Passed (90%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)12111 @ 1' 7 1/2"18354 Passed (66%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)46091 @ 4'53672 Passed (86%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.115 @ 4'0.219 Passed (L/915)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.204 @ 4'0.438 Passed (L/514)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 10" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 3" o/c unless detailed otherwise. Lower Level, Bedroom # 5 FLR BeamMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 3"N/A 24.5 1 - Uniform (PSF)0 to 9' 3" (Front)11'15.0 40.0 -Floor - Main Level 2 - Point (lb)4' (Front)N/A 8462 534 12107 Linked from: Mudroom Flexroom Flush Beam, Support 2 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 27 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1706 None 2 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1706 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1707 @ 0 1913 (1.50")Passed (89%)--1.0 D + 1.0 L (All Spans) Shear (lbs)715 @ 10 3/4"2498 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1316 @ 1' 6 1/2"3431 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.008 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Mechanical Room DoorMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)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"20'15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 28 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Column - SPF 5.50"5.50"3.16"3442 8580/-239 -12022/-239 Blocking 2 - Column - SPF 5.50"5.50"4.26"5465 10743 1321 17529 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)16207 @ 14' 9 1/4"20934 (5.50")Passed (77%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5026 @ 13' 4 1/2"13965 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20274 @ 7' 5 1/8"36387 Passed (56%)1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in)0.255 @ 7' 6 5/8"0.361 Passed (L/678)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.347 @ 7' 6 1/8"0.722 Passed (L/499)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Overhang deflection criteria: LL (2L/480) and TL (2L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 16' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 3" o/c unless detailed otherwise. Lower Level, Flush Beam over Rec Room (H)MEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 3"N/A 21.5 1 - Uniform (PSF)0 to 18' 3" (Front)14' 3"15.0 40.0 -Floor - Main Level 2 - Point (lb)0 (Front)N/A 1764 4275 - Linked from: Dining Room Flush Beam, Support 1 3 - Point (lb)15' (Front)N/A 2850 4406 1321 Linked from: Dining Room Flush Beam, Support 2 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 29 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"660 110 590 1360 None 2 - Trimmer - SPF 3.00"3.00"1.50"428 110 198 736 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1250 @ 1 1/2"3825 (3.00")Passed (33%)--1.0 D + 1.0 S (All Spans) Shear (lbs)883 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1484 @ 1' 9"3946 Passed (38%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 2' 6 7/16"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.023 @ 2' 7 1/8"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Bedroom #5 WindowMEMBER REPORT PASSED 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 technical 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 North House Design, Plan Date; 7/1/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)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"1'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 1' 9"4' 6"20.0 -35.0 Snow - Monos 4 - Point (lb)1' 9"N/A 315 -512 Linked from: Flex Room Window Side, Support 1 Forte v5.5, Design Engine: V7.3.2.4 7/10/2019 9:16:26 AM Page 30 of 33 20395 Greenwood Ave, Lakeville, MN (2).4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Pinckney Residence 20395 Greenwood Ave, Lakeville, MN 6/17/2019 Job # 23587 FGFDFAFK1FL1FPFJFBFT(2)FH FSFXFX(5)FB1 (5)FB2 (2)FE FV(2)FL (3)FR (2)FQ FM FM(2)FN(2)FK (9)FW (8)FC DESIGNER CONTACT INFORMATION: JOE TOUFAR715-895-9728JOE_TOUFAR@TRUSSABC.COM MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON END OF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ONLAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ONLEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS MADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIOR TO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOESNOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. WARRANTY WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. FLUSH BEAM (supplied by others) FLUSH BEAM (supplied by others) FLUSH BEAM(supplied by others) PAGE NO: 1 OF 1 JOB NO: T93653F Name: MAVERICK PINCKNEY RESCustomer: Lyman Lumber/Chan Address: 20395 GREENWOOD AVESalesman: LLCDesigner: SJT (7)GK GRGSGDGJGJ1C5GL A2GV(8)GMGF 3 PLY 3 PLY(4)GQ (2)GE(2)GG(3)GH (3)GTGU (3)GN (3)GB(2)GB1(6)GC MAIN FLOOR PLAN NOTES: 1. 20" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON END OF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ON LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ONLEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS MADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOESNOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS.WARRANTY WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. DESIGNER CONTACT INFORMATION:JOE TOUFAR715-895-9728JOE_TOUFAR@TRUSSABC.COM HANGER KNEE WALL OF BOTTOM CHORD OF 'A2'GIRDER USING HUS28 HANGERS (supplied by ABC)R = 9645# DROPPED BEAM (supplied by others) FLUSH BEAM(supplied by others)FLUSH BEAM(supplied by others)FLUSH BEAM (supplied by others) FLUSH BEAM (supplied by others)FLUSH BEAM (supplied by others)FLUSH BEAM(supplied by others)FLUSH BEAM(supplied by others) PAGE NO: 1 OF 1 JOB NO: T93653F Name: MAVERICK PINCKNEY RESCustomer: Lyman Lumber/Chan Address: 20395 GREENWOOD AVESalesman: LLCDesigner: SJT A24 PLY3 PLY A1C3C1(2)C2 (8)C C4(3)A(10)DD1 (7)D2 C6(2)C4(3)CC0 C5 C5 DESIGNER CONTACT INFORMATION: JOE TOUFAR715-895-9728JOE_TOUFAR@TRUSSABC.COM HANGER KNEE WALL OF BOTTOM CHORD OF 'A2'GIRDER USING HUS28 HANGERS (supplied by ABC)ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ON BOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUT CORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDER CONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FOR MORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THE BCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED. ADJUSTMENT OF SPACING MAY BE REQUIRED. R = 9942#R = 15634#R = 20794# PAGE NO: 1 OF 1 JOB NO: T93653 Name: MAVERICK PINCKNEY RESCustomer: Lyman Lumber/Chan Address: 20395 GREENWOOD AVESalesman: LLCDesigner: SJT ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTY WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FORMORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THEBCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE) "TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED. DESIGNER CONTACT INFORMATION: JOE TOUFAR715-895-9728JOE_TOUFAR@TRUSSABC.COM E3PE1 E4 PE1 E1(2)H2H H1 (17)PEE5(13)E(4)E2 PAGE NO: 1 OF 1 JOB NO: T93653 Name: MAVERICK PINCKNEY RESCustomer: Lyman Lumber/Chan Address: 20395 GREENWOOD AVESalesman: LLCDesigner: SJT