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Home My WebLink AboutLA175972 17863 Essex Lane 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 FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"GARAGE PLATE9' -3 1/4"MAIN FLOOR PLATE HEIGHT8' - 1 1/8"LOWER FLOOR PLATE HEIGHT8' - 1 1/8"1286:12ALUMINUM SOFFIT& FASCIA TYP.VINYL LAP SIDINGCULTURED STONE W/ CONCRETE CAPSEE DETAILUPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"6:12128UPPER FLOOR PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT8' - 1 1/8"VINYL BOARD& BATTEN TYP.4" SMARTSIDE WINDOW TRIM, SIDES & BOTTOM6" WINDOW TRIM ON TOP W/ 2" EXTENSION 6" SMARTSIDE FRIEZE BOARD 6" SMARTSIDE STORY BOARD ARCHEDSMARTSIDE SOFFIT FRONT ELEVATION SQ FT.-BOARD & BATTEN SQ FT. = 154-SIDING SQ FT. = 310-STONE SQ FT . = 886:!24:12GARAGE PLATE HEIGHT9' - 3 1/4"4" VINYL CORNERS1' - 0"0' - 3"4" SMARTSIDE TRIM@ WINDOWS & DOORS FRONT TYP. 4 BD. 6" PLANKSTYLE SHUTTERS TYP.6:123' - 6"6:!23' - 6"7' - 0"18" TALL ARCHTOP TRANSOM(2) 8"x8"x12" CORBELS128:121268:1212412412624" RETURNS TYP. 1268:1212612424" RETURNS6:12VINYL SIDING& CORNERS TYP.6:12ALUMINUM SOFFIT& FASCIA TYP.6:124:121/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012RIGHT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE:LOWER:PLATE 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 INSULATIONREV. 6REV. 7REV. 8REV. 9REV. 10REV. 5TOTAL:11/7/2019 12:14:24 PMTHE JASMINEL12, B1 - PHEASANT RUN 4th ADD'N17863 ESSEX LANELAKEVILLE, MN 55044A-201OTT0635141237978(670)8'-1/8"9'-1/8"3'-6"8'-1/8"THE JASMINE11.7.19 CB10.11.19 CB27291/8" = 1'-0"A-2013LEFT ELEVATION1/8" = 1'-0"A-2014REAR ELEVATIONSHEET INDEXSHEET NAME SHEET NUMBERELEVATIONS A-201FOUNDATION A-401LOWER FLOOR A-402MAIN FLOOR A-403UPPER FLOOR A-404ROOF/ SECTION A-501DETAILS A-502WINDOW/ DETAILS A-503Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode11/26/2019dmathews *ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2'-10"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.24' - 2"25' - 6"49' - 8"22' - 2"2' - 0"26' - 4"49' - 8"15' - 6"34' - 2"27' - 0"7' - 2"3' - 10"11' - 8"10' - 0"19' - 2"7' - 6"13' - 4"29' - 2"20' - 10"50' - 0"0' - 10 1/2"8' - 3" M.O.0' - 10 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"21' - 4"8' - 4"13' - 4"15' - 6"7' - 10"19' - 4"2' - 7 1/4"3' - 8 3/4"3' - 8 3/4"13' - 7 1/4"14' - 9 3/4"7' - 8 1/4"4' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2A-5012x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE3'-6"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4":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.26' - 4"7' - 0"43' - 0"50' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE:LOWER:PLATE 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 INSULATIONREV. 6REV. 7REV. 8REV. 9REV. 10REV. 5TOTAL:11/7/2019 12:14:24 PMTHE JASMINEL12, B1 - PHEASANT RUN 4th ADD'N17863 ESSEX LANELAKEVILLE, MN 55044A-401OTT0635141237978(670)8'-1/8"9'-1/8"3'-6"8'-1/8"THE JASMINE11.7.19 CB10.11.19 CB27291/4" = 1'-0"A-4011FOUNDATION PLAN UP 7RUNEXCAVATEDUNEXCAVATEDCRAWLSPACESUMPFURNACEF. D.W. H.BATHVINYL.2/8 x 6/811' - 8"3' - 10"7' - 2"27' - 0"CO DET.SMOKEDET.SMOKEDET.20" FLOOR TRUSSESPER MFG. SPACING6' - 8"6' - 8"15' - 6"34' - 2"49' - 8"50' - 0"29' - 2"20' - 10"10' - 0"19' - 2"7' - 6"13' - 4"49' - 8"24' - 2"25' - 6"INSULATE BETWEENWALL & SLAB11 7/8" LSL-JOISTS@ 16" O.C.20" FLOOR TRUSSESPER MFG. SPACING23' - 10 1/4"5' - 4 1/2"4' - 2 1/4"2' - 6"7' - 1"SMOKEDET.AIR EX.22' - 2"2' - 0"15' - 6"7' - 10"21' - 4"8' - 4"22' - 2"3' - 6"3' - 6"13' - 10"4' - 10"3' - 8"17' - 10"12' - 0"4' - 0"0' - 4"6' - 0" B.W.P.6' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2-9 1/2" LVL W/ 2 TRIMMERS2-2x1024" CANT.ABOVE2/4 x 6/83' - 0" B.W.P.2-2x10 50' - 0"2-2x10 6' - 2"19' - 10"9' - 4"2' - 0"1' - 8"6' - 4"2' - 10"2/8 x 6/82/8 x 6/8MECHANICALLAUNDRY3' - 0" B.W.P.12' - 0"5' - 0"17' - 2"FAMILY ROOMCARPET.BEDROOM #4CARPET.BEDROOM #5CARPET.11' - 0"2' - 6"2' - 6"11' - 0"4/0 x 6/84/0 x 6/82/8 x 6/82/8 x 6/8R & SHR & SH3' - 0" B.W.P.2-9 1/2" LVL W/ 2 TRIMMERS10' - 0"26' - 0"7' - 0"7' - 0"43' - 0"2/8 x 6/8R & SH2-9 1/2" LVL W/ 2 TRIMMERS2x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK 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.WS2x64' VANITY0' - 4"29' - 8"26' - 0"6/0 x 6/8SLIDER12175'TUB/SHWR2-2x10 2-2x102/8 x 6/8L.T.WASHERDRYERWALL BUILTTO BOTTOM OF WINDOW1' - 0"4' - 2"OPTIONALENTERTAINMENT BUILT-IN W/ 65" T.V. SPACE6' - 0"GAS F.P.OPTIONAL2-9 1/2" LSLW/ 2 TRIMMERS2-2x10 1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE:LOWER:PLATE 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 INSULATIONREV. 6REV. 7REV. 8REV. 9REV. 10REV. 5TOTAL:11/7/2019 12:14:25 PMTHE JASMINEL12, B1 - PHEASANT RUN 4th ADD'N17863 ESSEX LANELAKEVILLE, MN 55044A-402OTT0635141237978(670)8'-1/8"9'-1/8"3'-6"8'-1/8"THE JASMINE11.7.19 CB10.11.19 CB2729CS-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 NOTESUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. DN 2RDN 3RDN 7RUP 7RUP 9R29' - 2"20' - 10"50' - 0"10' - 0"19' - 2"7' - 6"13' - 4"51' - 8"2' - 0"27' - 0"7' - 0"15' - 8"11' - 8"4' - 0"3/0 x 6/8 W/12" D.S. SL'SFOYERWOOD.BEDROOM #2CARPET.HALLWOOD.DININGWOOD.KITCHENWOOD.GARAGESTOOPCONCRETE.1' - 0"8' - 0"1' - 0"1' - 7"16' - 0"1' - 7"KNEE WALL W/14" SPINDLES 4' - 0"4' - 0"3' - 0"7' - 4"3' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH FOYER PLATE HEIGHT2X6 EXTERIOR WALLSCO DET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-2x10SEE DETAIL24' - 2"27' - 6"2' - 0"25' - 6"22' - 2"2' - 0"0' - 6"7' - 0"0' - 6"3' - 6"5' - 0"21' - 0"3-11 7/8" LSL2-11 7/8" LSLFLOOR LINE ABOVEMFG. ROOF TRUSSES@ 24" O.C.20" FLOOR TRUSSESPER MFG. SPACINGATTICACCESS2' - 8" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.6' - 0" B.W.P.PFH BRACEDWALL PANEL3' - 0" B.W.P.2-2x10 W/ 2 TRIMMERS2A-50128' - 5 3/4"2' - 6"12' - 0 1/4"GIRDER TRUSS 5X5 PSL5x5 PSL3' - 0" B.W.P.8' - 6"5' - 8"8' - 8"8' - 8"5' - 5 1/4"6' - 0 3/4"14' - 2"17' - 4"11' - 6"7' - 0"43' - 0"22' - 2"3' - 6"3' - 6"13' - 10"21' - 8"8' - 0"2/6 x 6/8R & SH50' - 0"19' - 2"5' - 0"11' - 10"2-9 1/2" LSL FLUSH2-9 1/2" LSL FLUSH2-9 1/2" LSL 6' - 8 1/4"20' - 3 3/4"3' - 3"3' - 9"3' - 0" B.W.P.51' - 8"16' x 7' O.H.GARAGE DOOR6' - 4"1' - 8"2-2x102/8 x 6/8 FIRERATED36' - 0"15' - 8"GIRDER FLOOR TRUSS11' - 5 1/2"2' - 6"5' - 4 1/2"2' - 8 1/4"7' - 4 3/4"TRIANGLE OPENING W/ RAILING BETWEEN STAIRS 4' - 10"8' x 7' O.H.GARAGE DOORSMOKEDET.26' - 0"8' - 0"30" RANGESINK3' - 8"3' - 9"6/0 x 6/8SLIDER2/6 x 6/813' - 0 3/4"3' - 7 3/4"9' - 3 1/2"BATHBEDROOM #3CARPET.LIVING ROOMWOOD.2/4 x 6/8DW225113' - 6"8' - 0"TYP0' - 4 1/2"1010105/0 x 6/83' - 8 1/2"BOTTOM OF WINDOW FRAMED 44" A.F.F.2-2x10 CONT.3-2x102-2x1014' - 2 3/4"5/0 x 6/8R & SH2/6 x 6/8R & SH2x6VAULT3VAULT LINEVAULTFLAT3:123:12THIS WALL TO BE BALLOON FRAMEDINTO SCISSOR TRUSS ABOVE 2' - 8" B.W.P.3' - 8"4' - 0"5' - 3 1/2"3' - 10"14' - 10 1/2"12" WINDOW BOXFRAME DOWN TO STONE1' - 0"3' - 8"3' - 8"5' VANITY5'TUB/SHWRFACE FRAME LINEN OVER ENTRY CLOSET18" DEEP3' PANTRY36" REFCABINET SURROUND ON REFRIGERATOR 2' - 10"4A-503VAULTFLAT2-2x10 W/ 2 TRIMMERS2-2x102-2x101/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE:LOWER:PLATE 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 INSULATIONREV. 6REV. 7REV. 8REV. 9REV. 10REV. 5TOTAL:11/7/2019 12:14:27 PMTHE JASMINEL12, B1 - PHEASANT RUN 4th ADD'N17863 ESSEX LANELAKEVILLE, MN 55044A-403OTT0635141237978(670)8'-1/8"9'-1/8"3'-6"8'-1/8"THE JASMINE11.7.19 CB10.11.19 CB2729CS-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 NOTES33BWP needed so no morethan 20' between panels.Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. DN 7REN SUITEL.V.T.OWNERSSUITETRAY VAULT.10' - 1"10' - 1"CO DET.SMOKEDET.SMOKEDET.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2/4 x 6/8 PKTMFG. ROOF TRUSSES@ 24" O.C.2A-50120' - 2"7' - 6"2/8 x 6/818' - 3"1' - 11"2x6CLOSETCARPET.TYP.2' - 0"3' - 6"4' - 0"27' - 8"5' - 8"10' - 2"4' - 4"5' - 2"9' - 4"2' - 8"20' - 8"5' - 0"1' - 0"1' - 10"14' - 4"LANDINGMFG. ROOF TRUSSES@ 24" O.C.VAULT FLAT18' - 7 1/2"3' - 6 1/2"22' - 2"8' - 4"17' - 2"ATTICACCESSBOOKCASE 3' - 6"3' - 6"5' - 0"R&SHHEAD2/4 x 6/82-2x102-2x10 W/ 2 TRIMMERS68944TILE SHOWERKNEE WALL W/14" SPINDLES SHAMPOO SHELFSEATDBL FRAMED PLUMBING WALL2-2x102-2x102-2x10VAULTFLATVAULT LINE3:123:126' - 8 3/4"3' - 4"12' - 1 1/4"3' x 5' TUB W/TILE DECK2/4 x 6/8DBL R&SH2' - 4"48" WALL W/ GLASS PANEL5'-6" VANITY1' - 10"4A-5031'-6" LINENCONTROLVAULTFLATTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE:LOWER:PLATE 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 INSULATIONREV. 6REV. 7REV. 8REV. 9REV. 10REV. 5TOTAL:11/7/2019 12:14:28 PMTHE JASMINEL12, B1 - PHEASANT RUN 4th ADD'N17863 ESSEX LANELAKEVILLE, MN 55044A-404OTT0635141237978(670)8'-1/8"9'-1/8"3'-6"8'-1/8"THE JASMINE11.7.19 CB10.11.19 CB27291/4" = 1'-0"A-4041UPPER 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 NOTESTemper glasswithin 60" oftub floorFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 8:126:126:12STANDARD ENERGY HEELS @ 4:12 6:12 & 8:12 TO MATCH18" OVERHANGS & 12" RAKES TYP.ROOF VENT (10) PER CODE 4:126:126:128:128:128:124:12(2) ROOF VENTS THIS AREA (3) ROOF VENTS IN THIS AREA (5) ROOF VENTS IN THIS AREA 6:126:126:126:126:12MAIN FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. TYP FOOTING-3' -6"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"UPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"CRAWLSPACEFOYERMAIN PLATE HEIGHT8' - 1 1/8"MFG. ROOF TRUSSES@ 24" O.C.7 RISERS 4' - 4 5/8"9 RISERS5' - 5 1/4"7 RISERS4' - 4 5/8"11 7/8" LSL JOISTSBATHLANDINGUPPER PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT8' - 1 1/8"20" FLOOR TRUSSES 20" FLOOR TRUSSES LOWER FLOOR PLATE HEIGHT8' - 1 1/8"LIVING ROOMVERIFY FLOOR SYSTEMWITH FLOOR PLANSLOWER FLOOR PLATE HEIGHT8' - 1 1/8"RIM JOISTWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK: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 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 FOOTINGS4" DRAIN TILE W/WEEP FROM BLOCKTOP COURSE TO BE SOLID BLOCK,BOND BEAM OR GROUTED SOLID 6 MIL. V.B.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEARCHITECTURAL ASPHALT SHINGLES W/ 15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGE3/4" T&GSUBFLOORR-20 SPRAYFOAM INSULATION6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAP5/8" GYP. BD.MAIN FLOOR PLATE HEIGHT8' - 1 1/8"SIDING PER PLANSDRYVIT INSULATION PROTECTION SIDING TO6" BELOW GRADETHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE:LOWER:PLATE 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 INSULATIONREV. 6REV. 7REV. 8REV. 9REV. 10REV. 5TOTAL:11/7/2019 12:14:29 PMTHE JASMINEL12, B1 - PHEASANT RUN 4th ADD'N17863 ESSEX LANELAKEVILLE, MN 55044A-501OTT0635141237978(670)8'-1/8"9'-1/8"3'-6"8'-1/8"THE JASMINE11.7.19 CB10.11.19 CB27291/8" = 1'-0"A-5011ROOF PLAN1/4" = 1'-0"A-5012SECTION1/2" = 1'-0"A-5013TYP. WALL SECTION ANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" FOAMBOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLVERIFY FLOOR SYSTEMWITH FLOOR PLANS6 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 SEALERANCHOR 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 FOUNDATION2x6 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 FOOTINGSALL 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 BLOWINSULATION MIN.FLOOR TRUSSWATER 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 SHEATHINGTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE:LOWER:PLATE 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 INSULATIONREV. 6REV. 7REV. 8REV. 9REV. 10REV. 5TOTAL:11/7/2019 12:14:29 PMTHE JASMINEL12, B1 - PHEASANT RUN 4th ADD'N17863 ESSEX LANELAKEVILLE, MN 55044A-502OTT0635141237978(670)8'-1/8"9'-1/8"3'-6"8'-1/8"THE JASMINE11.7.19 CB10.11.19 CB27291/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5024TYP. WALKOUT SECTION1/2" = 1'-0"A-5026TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5027BEARING WALL SECTION1/2" = 1'-0"A-5022GARAGE CEILING3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5021TYP. LOOKOUT SECTIONR-4 on pipe in attic 4' - 4 5/8"2' - 1"3' - 8 1/2"3-16" DEEPSHELVESFLOOR LINE8' - 1 1/8"0' - 10"1x61x6SMOOTHSMARTSIDETYPICAL4x4COREPOST4x4 POSTFRAMING0' - 10"0' - 10"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 PORTALMAIN FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"UPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"BATHFOYERMECHANICALFACE FRAME LINEN OVER ENTRY CLOSET18" DEEP4' - 4 5/8"3' - 8 1/2"BOOKCASE ABOVE ENTRY CLOSET THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE:LOWER:PLATE 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 INSULATIONREV. 6REV. 7REV. 8REV. 9REV. 10REV. 5TOTAL:11/7/2019 12:14:30 PMTHE JASMINEL12, B1 - PHEASANT RUN 4th ADD'N17863 ESSEX LANELAKEVILLE, MN 55044A-503OTT0635141237978(670)8'-1/8"9'-1/8"3'-6"8'-1/8"THE JASMINE11.7.19 CB10.11.19 CB2729WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 27' - 6"6' - 10"2 WINDSOR NEXT DIMENSION 3 6048 SL 5' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"4 WINDSOR NEXT DIMENSION 2 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"5 WINDSOR NEXT DIMENSION 1 6024 AWN FIXED 5' - 0 3/4" 2' - 0" 7' - 0"6 WINDSOR NEXT DIMENSION 1 30-30-3054 SL 7' - 6" 4' - 6" 6' - 10"7 WINDSOR NEXT DIMENSION 1 2442 SH 2' - 0" 3' - 6" 6' - 10"8 WINDSOR NEXT DIMENSION 1 3618 AWN T. 3' - 0" 1' - 6" 6' - 10"9 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 3 P4254/A24 T 4' - 0" 6' - 6" 6' - 10"11 WINDSOR NEXT DIMENSION 1 3672-2W SH 6' - 0" 6' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 1 18"(H) ARCHTOP 5' - 0 1/2" 1' - 6 1/2" 3' - 11 3/8"1/2" = 1'-0"A-5031BOOKCASE DETAILS1/2" = 1'-0"A-5032TYP. COLUMN3/8" = 1'-0"A-5033METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/4" = 1'-0"A-5034LINEN SECTION 01: Main Level Member Name Results Current Solution Comments Garage Door Header (Single Stall)Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage Door Header (Double Stall)Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Window Header - Foyer Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Beam @ Foyer Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Stairs Header Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Kitchen Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Patio Door Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Living Room Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 02: Lower Level Member Name Results Current Solution Comments Bedroom #4 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Family Room Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Family Room Patio Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bedroom #5 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 03: Upper Level Member Name Results Current Solution Comments Wdw hdr Owner's Bath Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Wdw hdr Owner's Suite Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Landing Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 17863 Essex Lane, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 1 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 3 piece(s) 1 3/4" x 11 7/8" 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"1444 200 2180 3824 None 2 - Trimmer - PSL 5.25"5.25"3.17"6559 4227 7014 17800 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)14990 @ 8' 4 1/2"24806 (5.25")Passed (60%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4577 @ 7' 3 1/8"14817 Passed (31%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)8491 @ 4' 11 3/16"27519 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.067 @ 4' 4 1/2"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.114 @ 4' 4 13/16"0.412 Passed (L/866)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 8' 8" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 8" o/c unless detailed otherwise. Main Level, Garage Door Header (Single Stall)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 NH; plan dated 10/11/2019. 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' 8 1/4"N/A 19.5 1 - Uniform (PSF)0 to 8'13'20.0 -35.0 Snow - Main 2 - Uniform (PSF)8' to 8' 8 1/4"3'20.0 -35.0 Snow - Main 3 - Point (lb)8'N/A 5647 4400 5482 Roof Girder 4 - Uniform (PSF)8' to 8' 8 1/4"1'80.0 --Wall - Upper Level 5 - Uniform (PSF)8' to 8' 8 1/4"1'15.0 40.0 -Floor - Upper Level Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 2 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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 2009 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 Door Header (Double Stall)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 NH; plan dated 10/11/2019. 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 - main Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 3 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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"1295 1011 830 3136 None 2 - Trimmer - SPF 3.00"3.00"1.50"1295 1011 830 3136 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)2675 @ 1 1/2"7613 (3.00")Passed (35%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2177 @ 1' 1/2"6872 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5585 @ 2' 9"10422 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.051 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.095 @ 2' 9"0.262 Passed (L/663)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 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. Main Level, Window Header - FoyerMEMBER 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 NH; plan dated 10/11/2019. 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 10.4 1 - Uniform (PSF)0 to 5' 6"2'16.8 -35.0 Roof 2 - Uniform (PLF)0 to 5' 6"N/A 80.0 --Wall Load 3 - Point (lb)2' 9"N/A 1908 2022 1274 Linked from: Floor: Flush Beam @ Foyer, Support 1 Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 4 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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 - Beam - SPF 3.50"3.50"2.94"1908 2022 1274 5204 Blocking 2 - Stud wall - SPF 3.50"3.50"3.02"2032 1753 1527 5312 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)4492 @ 7' 7 1/2"5206 (3.50")Passed (86%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3248 @ 1' 1"6872 Passed (47%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6301 @ 4' 8 3/8"10422 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.114 @ 3' 11 7/16"0.186 Passed (L/783)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.207 @ 3' 11 7/16"0.373 Passed (L/433)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Deflection criteria: LL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 7' 10" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 10" o/c unless detailed otherwise. Main Level, Flush Beam @ FoyerMEMBER 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 NH; plan dated 10/11/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 9 1/2"N/A 10.4 1 - Uniform (PSF)0 to 7' 9 1/2" (Front)4'15.0 40.0 -Floor 2 - Uniform (PSF)0 to 7' 9 1/2" (Front)2'16.8 -35.0 Roof Load 3 - Uniform (PLF)0 to 7' 9 1/2" (Front)N/A 80.0 --Wall Load 4 - Uniform (PSF)0 to 1' 6" (Front)17'16.8 -35.0 Roof Load 5 - Point (lb)1' 6" (Front)N/A 621 1264 - 6 - Point (lb)5' 6" (Front)N/A 621 1264 - 7 - Uniform (PLF)5' 6" to 7' 9 1/2" (Front)N/A 80.0 --Wall Load 8 - Uniform (PSF)5' 6" to 7' 9 1/2" (Front)17'16.8 -35.0 Roof Load Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 5 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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 Total Accessories 1 - Trimmer - SPF 3.50"3.50"1.50"430 1050 1480 None 2 - Trimmer - SPF 3.50"3.50"1.50"430 1050 1480 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)1480 @ 2"8881 (3.50")Passed (17%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1022 @ 1' 1"6872 Passed (15%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2349 @ 3' 6"10422 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.042 @ 3' 6"0.167 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.059 @ 3' 6"0.333 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Deflection criteria: LL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 7' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' o/c unless detailed otherwise. Main Level, Foyer Stairs HeaderMEMBER 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 NH; plan dated 10/11/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7'N/A 10.4 1 - Uniform (PSF)0 to 7' (Front)4'15.0 40.0 Upper level floor load 2 - Uniform (PSF)0 to 7' (Front)3' 6"15.0 40.0 Floor - Stairs Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 6 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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"1.97"927 1588 2515 None 2 - Trimmer - SPF 3.00"3.00"1.97"927 1588 2515 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)2515 @ 1 1/2"3825 (3.00")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1581 @ 1' 1/4"2872 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3151 @ 2' 9"3946 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.036 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.056 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 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. Main Level, Kitchen 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 NH; plan dated 10/11/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"16' 6"20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 7 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 3 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"1.56"1107 1877 2984 None 2 - Trimmer - SPF 3.00"3.00"1.56"1107 1877 2984 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)2984 @ 1 1/2"5738 (3.00")Passed (52%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2046 @ 1' 1/4"4308 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4483 @ 3' 3"5919 Passed (76%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.048 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.076 @ 3' 3"0.313 Passed (L/989)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 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, 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 NH; plan dated 10/11/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 1 - Uniform (PSF)0 to 6' 6"16' 6"20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 8 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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"1.79"844 1444 2288 None 2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 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)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 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. Main Level, Bedroom #2 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 NH; plan dated 10/11/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"15'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 9 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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"618 1133 1751 None 2 - Trimmer - SPF 4.50"4.50"3.78"1722 3093 4815 None 3 - Trimmer - SPF 4.50"4.50"3.78"1722 3093 4815 None 4 - Trimmer - SPF 1.50"1.50"1.50"618 1133 1751 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)1751 @ 0 1913 (1.50")Passed (92%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1500 @ 2' 10 1/4"2872 Passed (52%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1718 @ 3' 9 3/4"3946 Passed (44%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.008 @ 1' 9 11/16"0.127 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.011 @ 1' 9 1/2"0.191 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 11' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c unless detailed otherwise. Applicable calculations are based on NDS. Main Level, Living Room 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 NH; plan dated 10/11/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 7.0 1 - Uniform (PSF)0 to 11' 6"20'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 10 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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"2.14"2212 2255 2024 6491 None 2 - Trimmer - SPF 3.00"3.00"1.50"1107 2255 142 3504 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)5421 @ 1 1/2"7613 (3.00")Passed (71%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2303 @ 1' 1/2"6318 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4330 @ 2' 8 3/16"11775 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.038 @ 2' 9 1/8"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.058 @ 2' 8 15/16"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 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. Lower Level, Bedroom #4 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 NH; plan dated 10/11/2019. 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 9.7 1 - Uniform (PSF)0 to 5' 6"13' 6"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 6"16' 6"20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 5 - Point (lb)6"N/A 1107 -1877 Linked from: Dining Room Patio Door, Support 1 Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 11 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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"2.27"2496 2080 2260 6836 None 2 - Trimmer - SPF 3.00"3.00"2.23"2450 2080 2203 6733 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)5751 @ 1 1/2"7613 (3.00")Passed (76%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4226 @ 6' 11 1/2"7265 Passed (58%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)10087 @ 5'13541 Passed (74%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.134 @ 4' 1 1/2"0.258 Passed (L/693)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.237 @ 4' 1 1/2"0.387 Passed (L/393)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. Lower Level, Family Room 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 NH; plan dated 10/11/2019. 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'N/A 9.7 1 - Uniform (PSF)0 to 8'13'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)5' to 8'15'20.0 -35.0 Snow - Main 4 - Point (lb)0 N/A 844 -1444 Linked from: Bedroom #2 Window, Support 1 5 - Point (lb)5'N/A 844 -1444 Linked from: Bedroom #2 Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 12 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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 4.50"4.50"2.70"2744 2941 2539 8224 None 2 - Trimmer - SPF 4.50"4.50"2.95"3012 2869 3087 8968 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)7478 @ 6' 6"11419 (4.50")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)6300 @ 5' 7"7265 Passed (87%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)9062 @ 3' 4 1/4"13541 Passed (67%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.100 @ 3' 4 11/16"0.208 Passed (L/751)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.166 @ 3' 4 11/16"0.313 Passed (L/452)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 6' 9" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 9" o/c unless detailed otherwise. Lower Level, Family 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 NH; plan dated 10/11/2019. 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' 9"N/A 9.7 1 - Uniform (PLF)0 to 6' 9"N/A 90.0 --Wall - Main Level 2 - Uniform (PSF)0 to 2'20'20.0 -35.0 Snow - Main 3 - Uniform (PSF)0 to 6' 9"7'10.0 40.0 -Floor - Deck 4 - Uniform (PSF)0 to 3' 6"15'15.0 40.0 -Floor - Main Level 5 - Uniform (PSF)3' 6" to 6' 9"14'15.0 40.0 -Floor - Main Level 6 - Point (lb)2'N/A 618 -1133 Linked from: Living Room Window, Support 1 7 - Point (lb)5' 6"N/A 1722 -3093 Linked from: Living Room Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 13 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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"2.51"2724 2400 2454 7578 None 2 - Trimmer - SPF 3.00"3.00"2.51"2724 2400 2454 7578 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)6364 @ 1 1/2"7613 (3.00")Passed (84%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4762 @ 1' 1/2"7902 Passed (60%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)8534 @ 4'10422 Passed (82%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.184 @ 4'0.258 Passed (L/504)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.322 @ 4'0.387 Passed (L/289)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. 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 NH; plan dated 10/11/2019. 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'N/A 10.4 1 - Uniform (PSF)0 to 8'15'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 1' 6"16' 6"20.0 -35.0 Snow - Main 4 - Uniform (PSF)6' 6" to 8'16' 6"20.0 -35.0 Snow - Main 5 - Point (lb)1' 6"N/A 927 -1588 Linked from: Kitchen Window, Support 1 6 - Point (lb)6' 6"N/A 927 -1588 Linked from: Kitchen Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 14 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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"385 654 1039 None 2 - Trimmer - SPF 1.50"1.50"1.50"385 654 1039 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)1039 @ 0 1913 (1.50")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)466 @ 10 3/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)844 @ 1' 7 1/2"3946 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.006 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise. Applicable calculations are based on NDS. Upper Level, Wdw hdr Owner's BathMEMBER 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 NH; plan dated 10/11/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"11' 6"20.0 35.0 Snow - main Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 15 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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"588 280 868 None 2 - Trimmer - SPF 3.00"3.00"1.50"588 280 868 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)868 @ 1 1/2"3825 (3.00")Passed (23%)--1.0 D + 1.0 S (All Spans) Shear (lbs)647 @ 1' 1/4"2872 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1629 @ 4'3946 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.021 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.064 @ 4'0.387 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. Applicable calculations are based on NDS. Upper Level, Wdw hdr Owner's SuiteMEMBER 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 NH; plan dated 10/11/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 7.0 1 - Uniform (PSF)0 to 8'2'20.0 35.0 Snow - main Rake 2 - Uniform (PSF)0 to 8'1'100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 16 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 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"1.66"781 1339 2120 None 2 - Trimmer - SPF 3.00"3.00"1.66"781 1339 2120 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)2120 @ 1 1/2"3825 (3.00")Passed (55%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1158 @ 1' 1/4"2872 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2127 @ 2' 3"3946 Passed (54%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.016 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.025 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c unless detailed otherwise. Applicable calculations are based on NDS. 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 NH; plan dated 10/11/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 1 - Uniform (PSF)0 to 4' 6"17'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/28/2019 10:33:54 AM Page 17 of 17 17863 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4844 jeff_doty@lymanlumber.com Job Notes Topaz - The Jasmine 17863 Essex Lane, Lakeville, MN 10/28/2019; #23827 11/14/19XKP