The URL can be used to link to this page

Home My WebLink AboutLA176534 5602 Upper 179th St W 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' -5 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -4 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT 10' - 1 1/8"1287:12ALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDESTORY BOARD VINYL BOARD& BATTEN TYP.VINYL SIDING TYP.4:12SEE COLUMN DETAILSHEET A-501CULTURED STONEW/ CONCRETE CAP 128FAUX LOUVERBUILT OUT 6" W/CORBELS(2) 6"x6"x30" CORBELPLANK STYLESHUTTERS3' - 6"ADDRESS STONEGARAGE PLATE10' -1 1/8"6" SMARTSIDE FREIZE BOARD TYP. 6" SMARTSIDETRIM1/4" = 1'-0"A-2011FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.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:12/23/2019 1:54:15 PMTHE QUIST RESIDENCEL22, B4 - KNOB HILL5602 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-201OTT08012111195859(1009)8'-1 1/8"9'-1 1/8"8'-4"12.5.19 CB12.20.19 CB11.26.19 VL3265THE PAYTON PLATINUMTRADITIONALSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-202 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 ROOF/ WINDOW SCHEDULEA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode01/06/2020dmathews ALUMINUM SOFFIT& FASCIAVINYL SIDING& CORNERS7:121281271278:128:121247:128:128:121277:1224" RETURNSTHE 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:12/23/2019 1:54:16 PMTHE QUIST RESIDENCEL22, B4 - KNOB HILL5602 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-202OTT08012111195859(1009)8'-1 1/8"9'-1 1/8"8'-4"12.5.19 CB12.20.19 CB11.26.19 VL3265THE PAYTON PLATINUMTRADITIONAL1/8" = 1'-0"A-2021REAR ELEVATION1/8" = 1'-0"A-2022LEFT ELEVATION1/8" = 1'-0"A-2023RIGHT ELEVATIONSecure door closed until deck isconstructed with a separate permit. 14' - 0"38' - 0"18' - 2"25' - 8"1' - 10"21' - 10"17' - 4"37' - 0"54' - 4"2' - 0"28' - 2"19' - 10"2' - 0"0' - 4"1' - 10 1/2"18' - 3" M.O.1' - 10 1/2"2' - 4 1/2"10' - 3" M.O.2' - 4 1/2"14' - 0"5' - 10"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL 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.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.52' - 0"52' - 0"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE14' - 4"29' - 6"10' - 6"43' - 10"54' - 4"15' - 11 3/4"3' - 10 3/4"3' - 10 3/4"20' - 0 3/4"8'-0"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.28' - 4"22' - 0"15' - 0"8'-0"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.* ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATION* ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATIONSLEEVE FORGARGAE DRAIN15' - 6"1' - 0"5' - 11"3' - 11"16' - 8"11' - 8":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 10"(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 CODE:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"TROUGH DRAINTROUGH DRAINTHE 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:12/23/2019 1:54:16 PMTHE QUIST RESIDENCEL22, B4 - KNOB HILL5602 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-401OTT08012111195859(1009)8'-1 1/8"9'-1 1/8"8'-4"12.5.19 CB12.20.19 CB11.26.19 VL3265THE PAYTON PLATINUMTRADITIONAL1/4" = 1'-0"A-4011FOUNDATION PLAN UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.2/8 x 6/82/4 x 6/8FAMILY ROOM..BEDROOM #5..CLOSET..MECHANICAL /STORAGE14' - 0"38' - 0"18' - 2"25' - 8"1' - 10"19' - 10"15' - 0"22' - 0"17' - 4"37' - 0"54' - 4"2' - 0"28' - 2"19' - 10"2' - 0"15' - 10"5' - 10"4' - 8"CO DET.SMOKEDET.18" FLOOR TRUSSESPER MFG. SPACING20' - 3 1/2"3' - 8"3' - 8"16' - 2 1/2"0' - 4"BATH..2/6 x 6/82/6 x 6/811' - 8"16' - 8"18" FLOOR TRUSSESPER MFG. SPACING14' - 0"5' - 10"11' - 8"16' - 6"UNEXCAVATED52' - 0"52' - 0"54' - 4"10' - 10"43' - 6"14' - 0"29' - 6"8' - 3 1/4"2' - 4"5' - 7 1/4"R & SH.10' - 4 1/4"3' - 8"6' - 9"7' - 3"6' - 0"14' - 9"8' - 9"3-9 1/2" LVL W/2 TRIMMERS3-2x10 W/2 TRIMMERSSMOKEDET.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITEINSULATE BETWEEN WALL & SLAB8' - 2"3' - 6"3' - 10"12' - 10"2/4 x 6/828' - 4"4'-6" VANITY48" F.G. SHWR2/0 x 6/8LINEN2-1 1/2" x 9 1/2" LSLW/ 2 TRIMMERS2-2x10 W/2 TRIMMERS2-2x10FLUSH 2-2x1043' - 6" BRACED WALL LINE SPACING26' - 0" BRACED WALL LINE SPACINGBRACE TO WALLSTEP OR 16.75'OF REQ'D BRACINGBRACE TO WALLSTEP OR 16.75'OF REQ'D BRACINGB.W.P.4' - 0"B.W.P.4' - 0"W.S.AIR EX.SLEEVE FORGARGAE DRAIN0' - 4"6/0 x 6/8SLIDER16B.W.P.4' - 0"0' - 4"SEMI-FRAMELESS SHOWER DOOR2-2x10FLUSH14' - 4"* ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE/SHEATHING,NOT INSULATION2-9 1/2" LSL W/2 TRIMMERSTHE 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:12/23/2019 1:54:17 PMTHE QUIST RESIDENCEL22, B4 - KNOB HILL5602 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-402OTT08012111195859(1009)8'-1 1/8"9'-1 1/8"8'-4"12.5.19 CB12.20.19 CB11.26.19 VL3265THE PAYTON PLATINUMTRADITIONAL1/4" = 1'-0"A-4021LOWER FLOOR PLANFANUFER Ground UP 17RDN 3RDN 16RDN 3R30' - 0"20' - 0"2' - 0"52' - 0"29' - 6"14' - 0"54' - 4"3/0 x 6/82/4 x 6/836" REFKITCHENWOOD.DININGROOMWOOD.GREAT ROOMFOYERWOOD.OFFICEMUDROOMSINKDWGARAGEPORCHCONCRETE.12"TRANSOM /6/0 x 6/8SLIDER2' - 0"28' - 0"17' - 4"37' - 0"15' - 0"22' - 0"9' - 0"14' - 6"6' - 0"6' - 3"7' - 9"52' - 0"54' - 4"2' - 6"10' - 0"2' - 6"2' - 0"18' - 0"2' - 0"1' - 0"8' - 10"8' - 0"SMOKEDET.4" CONCRETE SLAB, SLOPETOWARDS DRAINS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGGARAGE PLATE HEIGHT TOBE 10'-1 1/8"3' - 4 3/4"7' - 0"3' - 6"4' - 0"4' - 0"4/0 x 6/8OPG.12" CANT. ABOVE3' - 10"8' - 7"5' - 5"SEE COLUMNDETAIL, SHEET 425' - 8"17' - 10"8' - 2"17' - 6"4' - 4"5' - 10"0' - 10"15' - 0"15' - 10 1/2"3' - 8"3' - 8"20' - 3 1/2"11' - 6"16' - 6"6' - 0"7' - 1"10' - 1 1/2"2' - 9 3/4"6' - 11 3/4"10' - 6"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LSLW/ 2 TRIMMERS3-11 7/8" LVL FLUSH3-2x82-2x10 DROPPEDTYP.0' - 4 1/2"POWDERPED. SINK36" GAS FIREPLACE SET12" A.F.F. W/ TILE SURROUND& STANDARD MANTLE14' - 0"38' - 0"2/8 x 6/8FIRE RATED16' - 8"11' - 4"PANTRYWOOD.2/4 x 6/816" SH.10' - 10"43' - 6"FULL TILE BACKSPLASHKNEE WALL W/ 14"PAINTED SPINDLESBEADBD.SNACK BAR4' - 0"2' - 0"20' - 0"5/0 x 6/8R & SH.24" CANT. ABOVE28' - 0"R & SH.6' - 0"14' - 0"7' - 6"EQEQ4/0 x 6/8BENCH& HOOKS 6' - 0"0' - 8"5' - 4"14' - 2"10' - 11"2' - 11"OPTIONAL BUILT-INOPTIONAL BUILT-IN2-2x10 W/2 TRIMMERS2-2x102-2x10 W/ 2 TRIMMERS 2-2x102-2x103-2x10 W/2 TRIMMERS5/0 x 6/830" GASCOOKTOPW/ MICRO.ABOVEDBLOVEN18' - 0"28' - 0"43' - 6" (BRACED WALL LINE SPACING)10' - 10" (BRACED WALL LINE SPACING)34' - 0" (BRACED WALL LINE SPACING)12' - 0" (BRACED WALL LINE SPACING)17' - 4" BRACED WALL LINE SPACING37' - 0" (BRACED WALL LINE SPACING)18' - 0" BRACED WALL LINE SPACING28' - 0" BRACED WALL LINE SPACINGMETHOD GB WALL PANELSNAILS OR SCREWS PER TABLER702.3.5 @ 7" O.C. IN FIELD& AT PANEL EDGES (BOTHSIDES OF FRAMING)B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.14' - 0"B.W.P.4' - 0"B.W.P.4' - 0"PFH BRACEDWALL PANELPFH BRACEDWALL PANELPFH BRACEDWALL PANELB.W.P.4' - 0"B.W.P.4' - 0"B.W.P.6' - 0"B.W.P.12' - 0"B.W.P.2' - 8"(METHOD G.B.)4' - 0" B.W.P.(METHOD G.B.)15' - 0" B.W.P.2' - 0"2' - 0"9" HEATDUCT14' - 0"14' - 0"GARAGE WALLS TO BE INSULATEDGAS LINE FOR FUTURE GARAGE HEATERVERIFY LOCATION HOT & COLD SPIGOTTROUGH DRAIN5' - 8"5' - 8"10101059448' -0" H.H.8' -0" H.H.15' - 0"21' - 0"21' - 6"18' x 8' O.H.GARAGEDOORINSULATED10' x 8' O.H.GARAGEDOORINSULATEDTROUGH DRAIN2-11 7/8" LVL 2-2x122-2x102-2x102-2x10B.W.P.8' - 0"B.W.P.4' - 0"SHEATHING UNDER GYP.BD. FOR WALL BRACING REQUIERMENTS B.W.P.4' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.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:12/23/2019 1:54:17 PMTHE QUIST RESIDENCEL22, B4 - KNOB HILL5602 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-403OTT08012111195859(1009)8'-1 1/8"9'-1 1/8"8'-4"12.5.19 CB12.20.19 CB11.26.19 VL3265THE PAYTON PLATINUMTRADITIONAL1/4" = 1'-0"A-4031MAIN FLOOR PLAN DN 17RBEDROOM #4OPTIONALVAULTBEDROOM #3OWNER'SSUITE12" BOX VAULT.HALL11' - 6"8' - 10"23' - 2"43' - 6"R & SH.1/2 WALL W/ CAP7' - 5"14' - 8"7' - 5"7' - 0"7' - 0"29' - 6"14' - 0"5' - 9"5' - 9"4' - 5"4' - 5"3' - 7 1/2"19' - 6 1/2"SMOKEDET.SMOKEDET.SMOKEDET.BATHVINYL.6' VANITYCLOSET2/6 x 6/8SMOKEDET.R & SH.2/6 x 6/82/8 x 6/82/6 x 6/8R & SH.4/0 x 6/8 BF2/6 x 6/84/0 x 6/8 BF28' - 0"2' - 0"1' - 0"2' - 0"29' - 0"15' - 10"0' - 10"5' - 0"4' - 4"13' - 7 3/4"2' - 6"1' - 6"9' - 2"6' - 0 1/4"10' - 8"9' - 1 3/4"4' - 1 1/8"7' - 0 5/8"5' - 7 3/4"6' - 0"5' - 0 1/4"2' - 0"9' - 4"BEDROOM #24' - 3"3' - 11"5' - 4"14' - 6"GIRDER TRUSSCO DET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESS2-2x1011' - 4"3' - 1"3' - 1"11' - 6"43' - 6"2/4 x 6/8R & SH.2/6 x 6/8PKTGIRDER TRUSS2/4 x 6/8PKT5'-6" VANITY2/4 x 6/8PKT2/4 x 6/8PKT5' TUB/SHWRJ&J BATH3' VANITY2/4 x 6/8LAUNDRY5' TUB/SHWRPRINCESSBATHKINGQUEEN5/0 x 6/8R & SH.6' - 4 1/4"3' - 4"3' - 11 1/2"2' - 2 3/4"L.T.SHELF OVER CLOSETLINEN2/4 x 6/8TYP.2' - 0"4:124:122-2x10 W/2 TRIMMERS2-2x10 W/2 TRIMMERS2-2x1026' - 0" BRACED WALL LINE SPACING43' - 6" BRACED WALL LINE SPACING2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.20' - 3 1/2"3' - 8"3' - 8"15' - 10 1/2"7238662/4 x 6/8PKT42" WALL W/GLASS PANELTILE SHOWERSEAT(2) SHAMPOO SHELVES2x6DRYERWASHER31' - 0"28' - 0"3' - 0"MAKE-UP2' - 4"DBL: FRAME PLUMBING WALL211' - 10 3/4"16' - 1 1/4"2-2x10KNEE WALL W/ 14"PAINTED SPINDLES2-2x102-2x10THE 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:12/23/2019 1:54:18 PMTHE QUIST RESIDENCEL22, B4 - KNOB HILL5602 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-404OTT08012111195859(1009)8'-1 1/8"9'-1 1/8"8'-4"12.5.19 CB12.20.19 CB11.26.19 VL3265THE PAYTON PLATINUMTRADITIONAL1/4" = 1'-0"A-4041UPPER FLOOR PLANTemperFANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 4:12STANDARD ENERGY HEELS & 7:12 PITCH TYP.W/ 8:12 TO MATCH 18" OVERHANGS & 12" RAKES TYPICAL.TYP.1' - 6"STANDARD ENERGY HEELS @ 4:12 & 8:1218" OVERHANGS & 12" RAKES TYPICAL.8:127:127:127:127:128:128:128:12FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.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:12/23/2019 1:54:19 PMTHE QUIST RESIDENCEL22, B4 - KNOB HILL5602 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-501OTT08012111195859(1009)8'-1 1/8"9'-1 1/8"8'-4"12.5.19 CB12.20.19 CB11.26.19 VL3265THE PAYTON PLATINUMTRADITIONALWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL UNIT COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 24-48-2448 SL 1 8' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 2424 AWN 2 2' - 0" 2' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2424-2 FIXED 1 4' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 3618 PIC 2 3' - 0" 1' - 6" 8' - 0"5 WINDSOR NEXT DIMENSION 4242 SL 1 3' - 6" 3' - 6" 6' - 10"6 WINDSOR NEXT DIMENSION 6048 SL 3 5' - 0" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 6060 SL 1 5' - 0" 5' - 0" 6' - 10"8 WINDSOR NEXT DIMENSION 7248 SL 1 6' - 0" 4' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 7260 SL 1 6' - 0" 5' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION P4860/AR24 T 3 4' - 0" 7' - 0" 8' - 0"1/8" = 1'-0"A-5011ROOF PLAN3/8" = 1'-0"A-5013METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5012TYP. COLUMN 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&GSUBFLOOR8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETHE 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:12/23/2019 1:54:19 PMTHE QUIST RESIDENCEL22, B4 - KNOB HILL5602 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-502OTT08012111195859(1009)8'-1 1/8"9'-1 1/8"8'-4"12.5.19 CB12.20.19 CB11.26.19 VL3265THE PAYTON PLATINUMTRADITIONAL3/8" = 1'-0"A-5021TYP. WALL SECTION1/2" = 1'-0"A-5022TYP. WALKOUT SECTION1/2" = 1'-0"A-5023TYP. LOOKOUT SECTION1/2" = 1'-0"A-5024TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5025TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM: 01: Upper Level Member Name Results Current Solution Comments Bedroom # 3 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom # 2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stair Landing Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Suite Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 02: Main Level Member Name Results Current Solution Comments Great Room Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Patio Door 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 Mudroom Service Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Garage 10' OHD Passed 2 Piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Garage 18' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Mudroom Kitchen Opening Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Pantry Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Front Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Office Window Passed 3 Piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Front Porch Dropped Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Flush Beam Passed 3 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL 03: Lower Level Member Name Results Current Solution Comments Family Room 8' Window Passed 3 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" 1.55E TimberStrand® LSL Bedroom # 5 Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom # 5 WIC Door Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Bathroom Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Storage Room Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 5602 Upper 179th St W, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 1 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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 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. Upper Level, Bedroom # 3 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 12/5/2019. 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 12/19/2019 1:59:44 PM Page 2 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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 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. Upper 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 12/5/2019. 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 12/19/2019 1:59:44 PM Page 3 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"652 1116 1768 None 2 - Trimmer - SPF 1.50"1.50"1.50"652 1116 1768 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)1768 @ 0 1913 (1.50")Passed (92%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1023 @ 10 3/4"2872 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1879 @ 2' 1 1/2"3946 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.014 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.022 @ 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. Upper Level, Stair 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 12/5/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 1 - Uniform (PSF)0 to 4' 3"15'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 4 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"543 341 884 None 2 - Trimmer - SPF 3.00"3.00"1.50"543 341 884 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)884 @ 1 1/2"3825 (3.00")Passed (23%)--1.0 D + 1.0 S (All Spans) Shear (lbs)606 @ 1' 1/4"2872 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1328 @ 3' 3"3946 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.013 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.034 @ 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. Upper Level, Owner's Suite 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 12/5/2019. 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 (PLF)0 to 6' 6"N/A 100.0 -Wall - Gable 2 - Uniform (PSF)0 to 6' 6"3'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 5 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 3 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"1098 641/-74 1306 3045/-74 None 2 - Trimmer - SPF 4.50"4.50"2.65"2192 1718 2119 6029 None 3 - Trimmer - SPF 4.50"4.50"3.30"2701 1718 3084 7503 None 4 - Trimmer - SPF 1.50"1.50"1.50"883 641/-74 971 2495/-74 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)2558 @ 0 2869 (1.50")Passed (89%)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Shear (lbs)2769 @ 3' 4 1/4"4308 Passed (64%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)2831 @ 2' 2 9/16"5919 Passed (48%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.012 @ 2' 1/2"0.144 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.020 @ 2' 1/4"0.216 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 13' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Great 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 12/5/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 13'N/A 10.6 1 - Uniform (PSF)0 to 13'8' 3"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 13'1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 2' 6"15'20.0 -35.0 Snow - Main 4 - Uniform (PSF)7' 6" to 13'15'20.0 -35.0 Snow - Main 5 - Point (lb)2' 6"N/A 844 -1444 Linked from: Bedroom # 3 Window, Support 1 6 - Point (lb)7' 6"N/A 844 -1444 Linked from: Bedroom # 3 Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 6 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"1091 1073 681 2845 None 2 - Trimmer - SPF 3.00"3.00"1.61"1820 1073 1945 4838 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)4082 @ 6' 4 1/2"7613 (3.00")Passed (54%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2879 @ 5' 5 1/2"7902 Passed (36%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)5760 @ 4' 3"11985 Passed (48%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.065 @ 3' 4 11/16"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.118 @ 3' 4 11/16"0.313 Passed (L/636)--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' 6" 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, 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 12/5/2019. 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 10.4 1 - Uniform (PSF)0 to 6' 6"8' 3"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)4' 3" to 6' 6"15'20.0 -35.0 Snow - Main 4 - Point (lb)4' 3"N/A 844 -1444 Linked from: Bedroom # 2 Window, Support 1 Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 7 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"402 638 1040 None 2 - Trimmer - SPF 1.50"1.50"1.50"402 638 1040 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)1040 @ 0 1913 (1.50")Passed (54%)--1.0 D + 1.0 L (All Spans) Shear (lbs)543 @ 10 3/4"2498 Passed (22%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)975 @ 1' 10 1/2"3431 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 10 1/2"0.188 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' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 9" 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 12/5/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 9"N/A 7.0 1 - Uniform (PSF)0 to 3' 9"8' 6"15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)0 to 3' 9"1'80.0 -Wall - Upper Level Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 8 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"760 355 863 1978 None 2 - Trimmer - SPF 1.50"1.50"1.50"760 355 863 1978 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)1674 @ 0 1913 (1.50")Passed (88%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)701 @ 10 3/4"2872 Passed (24%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)1290 @ 1' 6 1/2"3946 Passed (33%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.004 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.008 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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, Mudroom Service 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 12/5/2019. 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"5' 9"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 1"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 1"15'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 3' 1"1'20.0 -35.0 Snow - Garage Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 9 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 2 piece(s) 2 x 12 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"906 564 1470 None 2 - Trimmer - SPF 3.00"3.00"1.50"906 564 1470 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)1470 @ 1 1/2"3825 (3.00")Passed (38%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1145 @ 1' 2 1/4"3493 Passed (33%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3770 @ 5' 4 1/2"5306 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.058 @ 5' 4 1/2"0.350 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.150 @ 5' 4 1/2"0.525 Passed (L/839)--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 10' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 9" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Garage 10' 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 NH; plan dated 12/5/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 9"N/A 8.6 1 - Uniform (PSF)0 to 10' 9"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 10' 9"1'100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 10 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1801 1312 3113 None 2 - Trimmer - SPF 3.00"3.00"1.50"1801 1312 3113 None 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)3114 @ 1 1/2"7613 (3.00")Passed (41%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2702 @ 1' 2 7/8"9081 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)14209 @ 9' 4 1/2"20525 Passed (69%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.394 @ 9' 4 1/2"0.617 Passed (L/563)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.935 @ 9' 4 1/2"0.925 Passed (L/237)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 9' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 9" o/c unless detailed otherwise. Main Level, Garage 18' 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 NH; plan dated 12/5/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 9"N/A 12.1 1 - Uniform (PSF)0 to 18' 9"4'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 18' 9"1'100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 11 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"1.74"618 1604 2222 None 2 - Trimmer - SPF 3.00"3.00"1.74"618 1604 2222 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)2222 @ 1 1/2"3825 (3.00")Passed (58%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1232 @ 1' 1/4"2498 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2276 @ 2' 3 1/2"3431 Passed (66%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.020 @ 2' 3 1/2"0.144 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.028 @ 2' 3 1/2"0.217 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 4' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 7" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Mudroom Kitchen Opening 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 12/5/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 7"N/A 7.0 1 - Uniform (PSF)0 to 4' 7"17' 6"15.0 40.0 Floor - Upper Level Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 12 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"371 963 1334 None 2 - Trimmer - SPF 1.50"1.50"1.50"371 963 1334 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)1333 @ 0 1913 (1.50")Passed (70%)--1.0 D + 1.0 L (All Spans) Shear (lbs)465 @ 10 3/4"2498 Passed (19%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)917 @ 1' 4 1/2"3431 Passed (27%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.005 @ 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, Pantry 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 12/5/2019. 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"17' 6"15.0 40.0 Floor - Upper Level Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 13 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"703 393 377 1473 None 2 - Trimmer - SPF 1.50"1.50"1.50"682 393 362 1437 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)1280 @ 0 1913 (1.50")Passed (67%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)814 @ 2' 6 1/4"2872 Passed (28%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)1133 @ 1' 9 1/4"3946 Passed (29%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.004 @ 1' 8 11/16"0.114 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.009 @ 1' 8 3/4"0.171 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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' 5" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 5" 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 NH; plan dated 12/5/2019. 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' 5"N/A 7.0 1 - Uniform (PSF)0 to 3' 5"5' 9"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 5"1'80.0 --Wall - Upper Level 3 - Point (lb)2' 6"N/A 188 -118 Princess Bath Window 4 - Uniform (PSF)0 to 2' 6"3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)0 to 2' 6"1'100.0 --Wall - Gable 6 - Uniform (PSF)0 to 3' 5"3'20.0 -35.0 Snow - Porch Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 14 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 3 piece(s) 2 x 8 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"1390 878 709 2977 None 2 - Trimmer - SPF 3.00"3.00"1.50"1390 878 709 2977 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)2580 @ 1 1/2"5738 (3.00")Passed (45%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1625 @ 10 1/4"2936 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2855 @ 3' 3"3449 Passed (83%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.055 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.111 @ 3' 3"0.313 Passed (L/678)--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' 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, Office 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 12/5/2019. 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 8.3 1 - Uniform (PSF)0 to 6' 6"6' 9"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 6' 6"1'80.0 --Wall - Upper Level 3 - Point (lb)9"N/A 459 -289 Bedroom # 4 Window 4 - Point (lb)5' 9"N/A 459 -289 Bedroom # 4 Window 5 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch 6 - Uniform (PSF)0 to 9"3'20.0 -35.0 Snow - Main 7 - Uniform (PSF)5' 9" to 6' 6"3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)0 to 9"1'100.0 --Wall - Gable 9 - Uniform (PSF)5' 9" to 6' 6"1'100.0 --Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 15 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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 Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"483 823 1306 None 2 - Stud wall - SPF 5.50"5.50"2.28"1099 1804 2903 Blocking 3 - Stud wall - SPF 5.50"5.50"1.50"327 595 922 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)2903 @ 9' 10"7013 (5.50")Passed (41%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1225 @ 8' 10"2872 Passed (43%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2409 @ 9' 10"3946 Passed (61%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.049 @ 5' 3/4"0.294 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.073 @ 5' 1/8"0.442 Passed (L/999+)--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 (2L/360) and TL (2L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 17' 10" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 2" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Front Porch 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 NH; plan dated 12/5/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 17' 10"N/A 7.0 1 - Uniform (PSF)0 to 17' 10" (Front)5'20.0 35.0 Snow - Porch Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 16 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"1559 3818 5377 None 2 - Trimmer - SPF 5.50"5.50"1.50"1403 3402 4805 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)5376 @ 4"20934 (5.50")Passed (26%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4235 @ 1' 5 3/8"11845 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)16589 @ 6' 9 7/8"26772 Passed (62%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.277 @ 6' 11 7/16"0.333 Passed (L/577)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.391 @ 6' 11 1/2"0.667 Passed (L/409)--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 14' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' 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 NH; plan dated 12/5/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 14'N/A 18.2 1 - Uniform (PSF)0 to 7' 6" (Front)14'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)7' 6" to 10' (Front)13'15.0 40.0 Floor - Upper Level 3 - Uniform (PSF)10' to 14' (Front)8' 3"15.0 40.0 Floor - Upper Level 4 - Uniform (PSF)10' to 14' (Front)2' 6"15.0 40.0 Floor - Stairs Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 17 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 3 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"2.21"3509 4258 2274 10041 None 2 - Trimmer - SPF 3.00"3.00"2.47"3920 4363 2929 11212 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)9388 @ 8' 4 1/2"11419 (3.00")Passed (82%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)8601 @ 7' 5 1/2"10898 Passed (79%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)16025 @ 4' 2 15/16"17662 Passed (91%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.204 @ 4' 3 5/16"0.275 Passed (L/486)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.350 @ 4' 3 5/16"0.412 Passed (L/283)--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' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. Lower Level, Family Room 8' 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 12/5/2019. 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 14.5 1 - Uniform (PSF)0 to 8' 6"8' 3"15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 8' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)2' 3"N/A 2192 1718 2119 Linked from: Great Room Window, Support 2 5 - Point (lb)6' 6"N/A 2701 1718 3084 Linked from: Great Room Window, Support 3 Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 18 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"1.99"2035 3023 681 5739 None 2 - Trimmer - SPF 3.00"3.00"2.56"2764 3023 1945 7732 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)6490 @ 6' 4 1/2"7613 (3.00")Passed (85%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1966 @ 1' 1/2"6872 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4348 @ 3' 3"10422 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.066 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.098 @ 3' 3"0.313 Passed (L/763)--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 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. 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 12/5/2019. 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 10.4 1 - Uniform (PSF)0 to 6' 6"8'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)0 N/A 1091 1073 681 Linked from: Dining Room Patio Door, Support 1 5 - Point (lb)6' 6"N/A 1820 1073 1945 Linked from: Dining Room Patio Door, Support 2 Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 19 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 3 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"1.70"1281 1977 -3258 None 2 - Trimmer - SPF 3.00"3.00"1.95"1787 1934 341 4062 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)3721 @ 5' 4 1/2"5738 (3.00")Passed (65%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2039 @ 4' 5 3/4"3746 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3937 @ 3' 3"5147 Passed (76%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.027 @ 2' 9 7/8"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.044 @ 2' 9 7/8"0.262 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 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 NH; plan dated 12/5/2019. 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 10.6 1 - Uniform (PSF)0 to 5' 6"8' 6"15.0 40.0 -Floor Main 2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)3' 3" to 5' 6"8' 6"15.0 40.0 -Floor - Upper Level 4 - Uniform (PSF)3' 3" to 5' 6"1'80.0 --Wall - Upper Level 5 - Point (lb)3' 3"N/A 402 638 -Linked from: Kitchen Window, Support 2 6 - Point (lb)0 N/A 402 638 -Linked from: Kitchen Window, Support 1 7 - Point (lb)5' 6"N/A 543 -341 Linked from: Owner's Suite Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 20 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.35"1515 3588 5103 None 2 - Trimmer - SPF 3.00"3.00"1.50"799 1721 2520 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)5102 @ 1 1/2"6525 (3.00")Passed (78%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1414 @ 1' 11 1/2"9595 Passed (15%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2478 @ 1' 3"8645 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.016 @ 1' 3"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.023 @ 1' 3"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 3' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' o/c unless detailed otherwise. Lower Level, Bedroom # 5 WIC 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 12/5/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3'N/A 8.7 1 - Uniform (PSF)0 to 3'17' 6"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 3'1'90.0 -Wall - Main Level 3 - Uniform (PSF)4" to 1' 3"17' 6"15.0 40.0 Floor - Upper Level 4 - Point (lb)4"N/A 618 1604 Linked from: Mudroom Kitchen Opening , Support 2 5 - Point (lb)1' 3"N/A 371 963 Linked from: Pantry Door, Support 1 Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 21 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"2.47"1053 2100 3153 None 2 - Trimmer - SPF 3.00"3.00"2.47"1053 2100 3153 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)3153 @ 1 1/2"3825 (3.00")Passed (82%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1007 @ 1' 1/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1987 @ 1' 6"3431 Passed (58%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 6"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 6"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 3' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Bathroom 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 12/5/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3'N/A 7.0 1 - Uniform (PSF)0 to 3'17' 6"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 3'1'90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 3'17' 6"15.0 40.0 Floor - Upper Level 4 - Uniform (PSF)0 to 3'1'80.0 -Wall - Upper Level Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 22 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"1.50"266 785/-104 1051/-104 None 2 - Stud wall - SPF 3.50"3.50"2.28"815 2085 2900 None 3 - Trimmer - SPF 3.00"3.00"1.50"266 785/-104 1051/-104 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)2901 @ 3' 11"4463 (3.50")Passed (65%)--1.0 D + 1.0 L (All Spans) Shear (lbs)889 @ 4' 10"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-1100 @ 3' 11"3431 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 5' 10 5/8"0.095 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.006 @ 1' 11"0.190 Passed (L/999+)--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). •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. •Applicable calculations are based on NDS. Lower 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 NH; plan dated 12/5/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7' 10"N/A 7.0 1 - Uniform (PSF)0 to 7' 10" (Front)8'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 7' 10" (Front)3'15.0 40.0 Floor - Stairs Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 23 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 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"390 1012 1402 None 2 - Trimmer - SPF 1.50"1.50"1.50"403 1047 1450 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)1450 @ 3' 1"1913 (1.50")Passed (76%)--1.0 D + 1.0 L (All Spans) Shear (lbs)595 @ 10 3/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1091 @ 1' 6 11/16"3431 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.007 @ 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, Storage 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 NH; plan dated 12/5/2019. 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)2' to 3' 1"17' 6"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 2'16' 3"15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 12/19/2019 1:59:44 PM Page 24 of 24 5602 Upper 179th St W, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Homes - Payton Platinum Quist Residence 5602 Upper 179th St W Lakeville, MN 12/19/2019; #23927 12/30/19XKP