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Home My WebLink AboutLA188561 17907 Eclipse Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 2/2/21 DM RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION MAIN FLOOR928.8'MAIN PLATE936.9'LOWER FLOOR918.0'T.O. FOUNDATION921.2'LOWER PLATE927.1'FOYER FLOOR922.4'GARAGE PLATE931.5'GARAGE PLATE931.5'LOWER FLOOR PLATE HEIGHT9' - 1 1/8"ALUMINUM SOFFIT& FASCIA TYP.VINYL LAP SIDINGCULTURED STONE W/ CONCRETE CAPSEE DETAILSHEET A-501UPPER FLOOR933.2'UPPER PLATE941.3'UPPER PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT9' - 1 1/8"VINYL BOARD& BATTEN TYP.4" SMARTSIDE WINDOW TRIM, SIDES & BOTTOM6" WINDOW TRIM ON TOP W/ 2" EXTENSION 6" SMARTSIDE FRIEZE BOARD 6" SMARTSIDE STORY BOARD ARCHEDSMARTSIDE SOFFIT GARAGE PLATE HEIGHT10' - 11 1/4"4" VINYL CORNERS1' - 0"0' - 3"4" SMARTSIDE TRIM@ WINDOWS & DOORS FRONT TYP. 4 BD. 6" PLANKSTYLE SHUTTERS TYP.18" TALL ARCHTOP TRANSOM1ADDRESS STONE6" / 12"6" / 12"6" / 12"8" 12"8" 12"4" / 12"6" / 12"SINGLE STALL PLATE933.2'SINGLE STALL PLATE HEIGHT12' - 8"UPPER PLATE HEIGHT8' - 1 1/8"8" 12"6" / 12"T.O. GARAGE FOUNDATION920.5'3' - 6"24" RETURNS TYP. 4" 12"6" 12"4" 12"6" 12"8" / 12"8" / 12"8" / 12"24" RETURNS8" / 12"6" 12"6" 12"4" 12"4:128" / 12"VINYL SIDING& CORNERS TYP.ALUMINUM SOFFIT& FASCIA TYP.4" / 12"6" / 12"8" 12"6" / 12"1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012RIGHT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:LOWER:1/27/2021 9:50:06 AMTHE TRUONG & HUYNH RESIDENCEL2, B4 -PHEASANT RUN 5TH17907 ECLIPSE AVENUELAKEVILLE, MN 55044A-201OTT17211.6.20 ML514140911571.14.21 TP1.22.21 TP9.21.20 TP8'-1/8"8'-1/8"3'-6" POUR9'-1/8"3080THE JASMINE1/8" = 1'-0"A-2013LEFT ELEVATION1/8" = 1'-0"A-2014REAR ELEVATIONSHEET INDEXSHEET NAME SHEET NUMBERELEVATIONS A-201FOUNDATION A-401LOWER FLOOR A-402MAIN FLOOR A-403UPPER FLOOR A-404ROOF/ SECTION/SCHEDULES A-501Secure door closed until deck isconstructed with a separate permit.Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/04/2021dmathews *ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2'-10"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.30' - 2"25' - 6"55' - 8"30' - 4"55' - 8"17' - 6"38' - 2"31' - 0"7' - 2"3' - 10"11' - 8"2' - 0"13' - 0"20' - 2"7' - 6"13' - 4"33' - 2"20' - 10"54' - 0"2' - 4 1/2"8' - 3" M.O.2' - 4 1/2"1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"21' - 8"8' - 4"15' - 6"7' - 10"9' - 6 1/4"3' - 3 1/2"6' - 6 1/4"2' - 7 1/4"3' - 8 3/4"3' - 8 3/4"13' - 7 1/4"19' - 0"7' - 6"4' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2A-5012x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE3'-6"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 16" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.4' - 2"4' - 4"1' - 0 1/2"2' - 0 3/4"18' - 8 3/4"11' - 0"43' - 0"54' - 0"1' - 1 1/2"8' - 3" M.O.1' - 7 1/2"LEAVE A 12" GAPIN FOOTINGFOR PLUMBINGTOP OF GARAGE FOUNDATIONWALL TO MATCH T.O. HOUSEFOUNDATION WALL3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.TOP OF GARAGE FOUNDATION TO DROP 8" FROM THE TOP OF HOUSE FOUNDATIONTHE 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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:LOWER:1/27/2021 9:50:06 AMTHE TRUONG & HUYNH RESIDENCEL2, B4 -PHEASANT RUN 5TH17907 ECLIPSE AVENUELAKEVILLE, MN 55044A-401OTT17211.6.20 ML514140911571.14.21 TP1.22.21 TP9.21.20 TP8'-1/8"8'-1/8"3'-6" POUR9'-1/8"3080THE JASMINE1/4" = 1'-0"A-4011FOUNDATION PLAN UP 7RUNEXCAVATEDUNEXCAVATEDSUMPFURNACEF. D.W. H.BATH2/8 x 6/842' - 0"11' - 8"3' - 10"7' - 2"31' - 0"CO DET.SMOKEDET.SMOKEDET.6' - 8"6' - 8"17' - 6"38' - 2"55' - 8"54' - 0"33' - 2"20' - 10"13' - 0"20' - 2"7' - 6"13' - 4"55' - 8"30' - 2"25' - 6"INSULATE BETWEENWALL & SLAB11 7/8" LSL JOISTS@ 16" O.C.23' - 10 1/4"5' - 4 1/2"4' - 2 1/4"2' - 6"7' - 1"SMOKEDET.AIR EX.15' - 6"7' - 10"21' - 4"8' - 4"22' - 2"3' - 6"3' - 6"13' - 10"4' - 10"3' - 8"10' - 10"11' - 0"0' - 4"2-9 1/2" LVL W/ 2 TRIMMERS2-2x1024" CANT.ABOVE2/4 x 6/812-2x10 54' - 0"2-2x10 6' - 2"23' - 10"9' - 4"2' - 0"1' - 8"6' - 4"2' - 10"2/8 x 6/84MECHANICAL12' - 0"5' - 0"21' - 2"FAMILY ROOMBEDROOM #4BEDROOM #513' - 0"1' - 0"2' - 6"2' - 6"12' - 0"4/0 x 6/874/0 x 6/872/8 x 6/84R & SHR & SH3-9 1/2" LVL8' - 10 1/2"9' - 9 1/2"17' - 4"7' - 0"11' - 0"43' - 0"2/8 x 6/84R & SH2-9 1/2" LVL W/ 2 TRIMMERS2x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.WS2x64' VANITY0' - 4"29' - 8"6/0 x 6/8SLIDER9412265' TUB/SHWR2-2x10 2-2x102/8 x 6/84WALL BUILTTO BOTTOM OF WINDOW4' - 2"2-9 1/2" LSLW/ 2 TRIMMERS2-2x10 L.T.WASHERDRYER21' - 10"8' - 6"*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE/ SHEATHINGNOT INSULATION12" CANT. ABOVE CEILING FANROUGH IN12" CANT. ABOVE20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING2/8 x 6/84CRAWL SPACEB.W.P DESIGN TO BEDONE BY OTHERSGAS ROUGH IN FOR FUTURE FIREPLACE30' - 0"TOP OF GARAGE FOUNDATIONTO DROP 8" FROM THE TOP OFHOUSE FOUNDATION3 TRIMMERS2-2x10 W/2 TRIMMERS2-2x102-2x10 2-2x106' - 0"13' - 0"LAUNDRY1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:LOWER:1/27/2021 9:50:07 AMTHE TRUONG & HUYNH RESIDENCEL2, B4 -PHEASANT RUN 5TH17907 ECLIPSE AVENUELAKEVILLE, MN 55044A-402OTT17211.6.20 ML514140911571.14.21 TP1.22.21 TP9.21.20 TP8'-1/8"8'-1/8"3'-6" POUR9'-1/8"3080THE JASMINEUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.8818.533 DN 2RDN 7RUP 7RUP 10RDN 2R33' - 2"20' - 10"54' - 0"13' - 0"20' - 2"7' - 6"13' - 4"57' - 8"2' - 0"31' - 0"7' - 0"2' - 0"11' - 8"4' - 0"3/0 x 6/8 W/12" D.S. SL'S6FOYERBEDROOM #2HALLDININGKITCHENGARAGESTOOP2' - 6"8' - 0"2' - 6"2' - 1"16' - 0"2' - 1"KNEE WALL W/14" SPINDLES 5' - 0"4' - 0"3' - 0"7' - 4"3' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHFOYER PLATE HEIGHT UNLESS NOTED OTHERWISECO DET.SMOKEDET.2-2x10SEE DETAILSHEET A-50130' - 2"27' - 6"2' - 0"25' - 6"0' - 6"7' - 0"0' - 6"3' - 6"8' - 8"17' - 10 1/2"3' - 5 1/2"FLOOR LINE ABOVE20" FLOOR TRUSSESPER MFG. SPACINGATTICACCESS3-2x10 W/ 2 TRIMMERS2A-50128' - 5 3/4"2' - 6"12' - 0 1/4"5x5 PSL6' - 2 1/4"7' - 11 3/4"8' - 8"8' - 8"5' - 5 1/4"6' - 0 3/4"14' - 2"17' - 4"11' - 6"11' - 0"43' - 0"22' - 2"3' - 6"3' - 6"13' - 10"29' - 8"2/6 x 6/83R & SH54' - 0"23' - 2"5' - 0"11' - 10"2-9 1/2" LSL FLUSH2-9 1/2" LSL FLUSH2-9 1/2" LSL 7' - 2"23' - 10"3' - 3"3' - 9"57' - 8"16' x 9' O.H.GARAGEDOOR126' - 4"1' - 8"2-2x1040' - 0"17' - 8"BOX GIRDER11' - 5 1/2"2' - 6"5' - 4 1/2"2' - 8 1/4"7' - 4 3/4"TRIANGLE OPENING W/ RAILING BETWEEN STAIRS SMOKEDET.30' - 0"8' - 0"36" COOKTOPSINK3' - 8"3' - 9"6/0 x 6/8SLIDER92/6 x 6/8318' - 0 3/4"2' - 7 3/4"9' - 3 1/2"BATHBEDROOM #32/4 x 6/81DW121083' - 6"8' - 0"TYP0' - 4 1/2"1313135/0 x 6/883' - 8 1/2"BOTTOM OF WINDOW FRAMED 44" A.F.F.2-2x10 CONT.3-2x102-2x105/0 x 6/88R & SH2/6 x 6/83R & SH2x6VAULT11VAULT LINEVAULTFLAT3:123:12THIS WALL TO BE BALLOON FRAMEDINTO SCISSOR TRUSS ABOVE 3' - 10"3' - 11 1/2"5' - 3 1/2"3' - 10"18' - 10 1/2"1' - 0"3' - 8"3' - 8"5' VANITY5' TUB/SHWRFACE FRAME LINEN OVER ENTRY CLOSET18" DEEP36" REFCABINET SURROUND ON REFRIGERATOR 2' - 10"5A-501VAULTFLAT2-2x10 W/ 2 TRIMMERS2-2x103' PANTRYDBL. OVEN6/0 x 6/8SLIDER9CEILING FANROUGH IN1' - 3"8' - 0"1' - 9"CEILING FANROUGH INEQEQ42" LINEAR GAS F.P.5' - 0"SHEETROCKONLYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.STAINED HOOD ABOVEMFG. ROOF TRUSSES@ 24" O.C.8' x 7' O.H.GARAGEDOOR10SMOKEDET.2/8 x 6/8FIRE RATED5REMOVEBACKSPLASHLIVING ROOM9' - 0"B.W.P DESIGN TO BEDONE BY OTHERS8' x 10' O.H.GARAGEDOOR11INSULATE GARAGE WALLS AND CEILINGADD HOT/COLD WATER AND DRAIN ROUGH IN FOR FUTURE UTILITY SINKMICROWAVE IN ISLAND12ADDITIONAL STEPS INWALKWAY TO DRIVEWAY.VERIFY ON SITE2-11 7/8" LSL2-11 7/8" LSL2-11 7/8" LSL4-2x62-9 1/2"LSL FLUSHHHUS482-2x105x5 PSLGIRDER TRUSS2-2x101/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:LOWER:1/27/2021 9:50:07 AMTHE TRUONG & HUYNH RESIDENCEL2, B4 -PHEASANT RUN 5TH17907 ECLIPSE AVENUELAKEVILLE, MN 55044A-403OTT17211.6.20 ML514140911571.14.21 TP1.22.21 TP9.21.20 TP8'-1/8"8'-1/8"3'-6" POUR9'-1/8"3080THE JASMINEFANVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.333.66336PFHPFHPFHPFHPFHPFH5555512.83 DN 7REN SUITEOWNERS SUITE10' - 1"10' - 1"CO DET.SMOKEDET.SMOKEDET.2/4 x 6/8PKT2MFG. ROOF TRUSSES@ 24" O.C.2A-50120' - 2"7' - 6"2/8 x 6/8418' - 3"1' - 11"2x6TYP.2' - 0"3' - 6"4' - 0"27' - 8"5' - 8"6' - 1"4' - 1"4' - 4"5' - 2"9' - 4"2' - 8"20' - 8"5' - 0"1' - 0"1' - 10"14' - 4"LANDINGVAULT FLAT22' - 2"8' - 4"17' - 2"ATTICACCESSBOOKCASE 3' - 6"3' - 6"5' - 0"R&SHHEAD2/4 x 6/812-2x102-2x10 W/ 2 TRIMMERS3955TILE SHOWERKNEE WALL W/14" SPINDLES SHAMPOO SHELFSEATDOUBLE FRAMED PLUMBING WALL2-2x102-2x10VAULTFLATVAULT LINE3:123:126' - 8 3/4"3' - 4"12' - 1 1/4"3' x 5' DROP-INWHIRLPOOL TUB2/4 x 6/81DBL R&SH2' - 4"48" WALL W/ GLASS PANEL5'-6" VANITY1' - 10"5A-5011'-6" LINENCONTROLVAULTFLAT2x6 FRAMINGW/ FRAMING ABOVEFOR INSULATIONCEILING FANROUGH INSTAINEDCABINETSMFG. ROOF TRUSSES@ 24" O.C.CLOSETB.W.P DESIGN TO BEDONE BY OTHERSTHE 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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:LOWER:1/27/2021 9:50:08 AMTHE TRUONG & HUYNH RESIDENCEL2, B4 -PHEASANT RUN 5TH17907 ECLIPSE AVENUELAKEVILLE, MN 55044A-404OTT17211.6.20 ML514140911571.14.21 TP1.22.21 TP9.21.20 TP8'-1/8"8'-1/8"3'-6" POUR9'-1/8"3080THE JASMINE1/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFAN STANDARD ENERGY HEELS @ 4:12 6:12 & 8:12 TO MATCH18" OVERHANGS & 12" RAKES TYP.2 ROOF VENTS THIS AREA 3 ROOF VENTSTHIS AREA 7 ROOF VENTSTHIS AREA 4" / 12"8" / 12"8" / 12"6" / 12"6" / 12"8" / 12"8" / 12"4" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"1' - 0"8" / 12"8" / 12"MAIN FLOOR928.8'MAIN PLATE936.9'LOWER FLOOR918.0'T.O. TYP FOOTING917.7'T.O. FOUNDATION921.2'LOWER PLATE927.1'FOYER FLOOR922.4'GARAGE PLATE931.5'UPPER FLOOR933.2'UPPER PLATE941.3'CRAWL SPACEHALLFOYERMAIN PLATE HEIGHT8' - 1 1/8"MFG. ROOF TRUSSES@ 24" O.C.7 RISERS 4' - 4 5/8"10 RISERS6' - 5 1/4"7 RISERS4' - 4 5/8"11 7/8" LSL JOISTSBATHLANDINGUPPER PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT9' - 1 1/8"20" FLOOR TRUSSES 20" FLOOR TRUSSES LOWER FLOOR PLATE HEIGHT9' - 1 1/8"LIVING ROOMVERIFY FLOOR SYSTEMWITH FLOOR PLANSLOWER FLOOR PLATE HEIGHT9' - 1 1/8"RIM JOISTWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)INSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS4" DRAIN TILE W/WEEP FROM BLOCKTOP COURSE TO BE SOLID BLOCK,BOND BEAM OR GROUTED SOLID 6 MIL. V.B.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEARCHITECTURAL ASPHALT SHINGLES W/ 15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGE3/4" T&GSUBFLOORR-20 SPRAYFOAM INSULATION6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAP5/8" GYP. BD.MAIN FLOOR PLATE HEIGHT8' - 1 1/8"SIDING PER PLANSDRYVIT INSULATION PROTECTION SIDING TO6" BELOW GRADE4' - 4 5/8"2' - 1"3' - 8 1/2"3-16" DEEPSHELVESFLOOR LINE8' - 1 1/8"MAIN FLOOR928.8'MAIN PLATE936.9'LOWER PLATE927.1'FOYER FLOOR922.4'GARAGE PLATE931.5'UPPER FLOOR933.2'UPPER PLATE941.3'BATHFOYERMECHANICALFACE FRAME LINEN OVER ENTRY CLOSET18" DEEP4' - 4 5/8"3' - 8 1/2"BOOKCASE ABOVE ENTRY CLOSET 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 BLOWINSULATION MIN.FLOOR TRUSS0' - 10"1x61x6SMOOTHSMARTSIDETYPICAL4x4COREPOST4x4 POSTFRAMING0' - 10"0' - 10"ANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" FOAMBOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLVERIFY FLOOR SYSTEMWITH FLOOR PLANS1' - 4"ANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. 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 FOUNDATIONWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 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 SHEATHING6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERTHE 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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:LOWER:1/27/2021 9:50:10 AMTHE TRUONG & HUYNH RESIDENCEL2, B4 -PHEASANT RUN 5TH17907 ECLIPSE AVENUELAKEVILLE, MN 55044A-501OTT17211.6.20 ML514140911571.14.21 TP1.22.21 TP9.21.20 TP8'-1/8"8'-1/8"3'-6" POUR9'-1/8"3080THE JASMINE1/8" = 1'-0"A-5011ROOF PLAN1/4" = 1'-0"A-5012SECTION1/2" = 1'-0"A-5013TYP. WALL SECTIONROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR CRAWL SPACE 120 SF 3' - 2 1/2"LOWER FLOOR BATH VINYL 52 SF 9' - 1 1/8" .LOWER FLOOR MECHANICAL 70 SF 9' - 1 1/8"LOWER FLOOR LAUNDRY FINISHED 65 SF 9' - 1 1/8" .LOWER FLOOR FAMILY ROOM CARPET 570 SF 9' - 1 1/8" .LOWER FLOOR BEDROOM #4 CARPET 179 SF 9' - 1 1/8" .LOWER FLOOR BEDROOM #5 CARPET 148 SF 9' - 1 1/8" .FOYER FLOOR FOYER WOOD 96 SF 9' - 1 1/8" .FOYER FLOOR GARAGE 803 SF 10' - 11 1/4"FOYER FLOOR STOOP CONCRETE 30 SF 8' - 1 1/8" .MAIN FLOOR BEDROOM #2 CARPET 228 SF 8' - 1 1/8" .MAIN FLOOR HALL WOOD 65 SF 8' - 1 1/8" .MAIN FLOOR DINING WOOD 160 SF 8' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 191 SF 8' - 1 1/8" .MAIN FLOOR BATH 57 SF 8' - 1 1/8"MAIN FLOOR BEDROOM #3 CARPET 150 SF 8' - 1 1/8" .MAIN FLOOR LIVING ROOM WOOD 307 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE L.V.T 120 SF 8' - 1 1/8" .UPPER FLOOR OWNERS SUITE CARPET 194 SF 8' - 1 1/8" TRAY VAULTUPPER FLOOR CLOSET CARPET 58 SF 8' - 1 1/8" .UPPER FLOOR LANDING 78 SF 8' - 1 1/8"WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 18"(H) ARCHTOP 5' - 0 1/2" 1' - 6 1/2" 3' - 11 3/8"2 WINDSOR NEXT DIMENSION 1 30-30-3042 SL 7' - 6" 3' - 6" 6' - 10"3 WINDSOR NEXT DIMENSION 1 30-30-3054 SL 7' - 6" 4' - 6" 6' - 10"4 WINDSOR NEXT DIMENSION 1 30-30-3060 SL 7' - 6" 5' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"6 WINDSOR NEXT DIMENSION 1 2442 SH 2' - 0" 3' - 6" 6' - 10"8 WINDSOR NEXT DIMENSION 1 3672-2W SH 6' - 0" 6' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 1 6024 AWN FIXED 5' - 0 3/4" 2' - 0" 7' - 0"11 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"12 WINDSOR NEXT DIMENSION 3 6048 SL 5' - 0" 4' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 3 P4248/A24 T 3' - 6" 6' - 0" 6' - 10"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/4 x 6/8 42 2/4 x 6/8 PKT 13 2/6 x 6/8 34 2/8 x 6/8 75 2/8 x 6/8 FIRE RATED 16 3/0 x 6/8 W/ 12" D.S. SL'S 17 4/0 x 6/8 28 5/0 x 6/8 29 6/0 x 6/8 SLIDER 310 8' x 7' O.H. GARAGE DOOR 111 8' x 10' O.H. GARAGE DOOR 112 16' x 9' O.H. GARAGE DOOR 11/2" = 1'-0"A-5014BOOKCASE DETAILS1/4" = 1'-0"A-5015LINEN SECTION1/2" = 1'-0"A-5016BEARING WALL SECTION1/2" = 1'-0"A-5017GARAGE CEILING1/2" = 1'-0"A-5018TYP. COLUMN1/2" = 1'-0"A-5019TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-50110TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-50111TYP. LOOKOUT SECTION1/2" = 1'-0"A-50112TYP. WALKOUT SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM: COPYRIGHT HANSON GROUP, LLC 2021©March 2, 2021Project Number:Date:1.092S11Sheets: of2PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionTruong & Huynh Residence17907 Eclipse AveLakeville, MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:3-2-21Date:SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, ANDTHE REQUIREMENTS OF THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6"SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Øx 3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WINDLOADS.8.THE FRONT PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THESTRUCTURE AND IS EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDECODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERPSL:1.8E OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEGarrett Brunell52600INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 1. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INNOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETEUPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY3S1REFERENCE PLANMAIN FLOOR PLAN SHOWN FORLOCATION REFERENCE ONLY2S1REFERENCE PLANI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.LOWER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY1S1REFERENCE PLANOneTenTen Homes3000 County Road 42 WSuite 202Burnsville, MN 55337BRACEDWALL LINEBRACEDWALL LINE(18.5-FT)(8-FT)BRACEDWALL LINE(4-FT)BRACEDWALL LINE(4-FT)(4-FT)(3-FT)(3-FT)(4-FT)(8-FT) (4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINE(4-FT)(6-FT)(12.83-FT)BRACEDWALL LINE(4-FT)(3-FT)(3-FT)BRACEDWALL LINE(4-FT)(4-FT)(4-FT)(3-FT)CONSTRUCTGARAGE PORTALFRAME ASSHOWN IN 1/S2CONSTRUCTGARAGE PORTALFRAME ASSHOWN IN 2/S2CONSTRUCTGARAGE PORTALFRAME ASSHOWN IN 2/S2,SIMBRACEDWALL LINE(5-FT) 12'-8" HEIGHT BRACEDWALL LINE(5-FT)(5-FT) (3.66-FT)(3-FT)(5-FT) 12'-8" HEIGHT (5-FT) 12'-8" HEIGHTBRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINE(4-FT)(4-FT)BRACEDWALL LINE(4-FT)(4-FT)(4-FT) Project Number:Date:S22Sheets: of2DescriptionDateRevision3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:Date:Garrett Brunell52600S2FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAILUNLESS OTHERWISE NOTED.16'-3"±10'-1114" MAXFASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1178" DEPTH REQ'D)LOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALL ABOVE HEADER AS REQ'DFOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED &TO PLATES / BLOCKING @ 3" O.C.)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.1'-1112"±(1) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2"x2"x316" PLATE WASHERSFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSLARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILING SECTION 3S2AT BRACED WALL PANELS ABOVECANTILEVERED FLOOR FRAMINGNOTESECTION ONLY APPLIES WHEN BRACED WALLPANELS OR SHEARWALLS ARE LOCATED ABOVEFLOOR CANTILEVER. SEE PLAN FOR APPLICABILITY.BRACED WALL PANELFASTEN BOTTOM PLATE TORIBBON BRACE / TRUSS w/(3) 16d NAILS EVERY 16" O.C.CANTILEVERED FLOORTRUSS BY SUPPLIERFRAMEWALL / BRACEDWALL PANEL BELOWBLOCKING BETWEEN TRUSSES AS FOLLOWS:·FLAT 2x4 TOP & BOTTOM·34" PLYWOOD SHEET NAILED TO 2x4's w/(8) 8d NAILS TOP & BOTTOM·CIRCULAR HOLE UP TO 8"Ø MAY BE CUTINTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TOBLOCKING w/ 8d NAILS @ 6" O.C.FASTEN BOTTOM 2x4 w/ (3) 16dNAILS EVERY 16" O.C.COPYRIGHT HANSON GROUP, LLC 2021©SIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S2 FOR ALTERNATIVE OPTION)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)March 2, 2021I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.POST-INSTALLED HOLDOWN OPTION4S2FRAMING DETAIL1'-1112"±3-2-21CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHOR1.092Truong & Huynh Residence17907 Eclipse AveLakeville, MNOneTenTen Homes3000 County Road 42 WSuite 202Burnsville, MN 55337S2FRAMING DETAILGARAGE FRONT & REAR PORTALFRAME2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAILUNLESS OTHERWISE NOTED.8'-3"±12'-8" MAX FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1178" DEPTH REQ'D)LOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DFOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED &TO PLATES / BLOCKING @ 3" O.C.)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.2'-412"±(2) 58" Ø ANCHOR BOLTS, (1) @ SIM.,(7" MIN. EMBED) w/ 2"x2"x316" PLATEWASHERSFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSLARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S2 FOR ALTERNATIVE OPTION)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)2'-412"±1'-112"± @ SIM.1'-712"± @ SIM. Main Level Member Name Results Current Solution Comments 8' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Foyer (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Foyer (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Stairs Header Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Kitchen Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Living Room Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #2 Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Bedroom #4 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Family Room Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Family Room Window Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Hallway Opening Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #5 Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #5 Closet Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Upper Level Member Name Results Current Solution Comments Wdw hdr Owner's Bath Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Wdw hdr Owner's Suite Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Landing Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 17907 Eclipse Ave, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 1 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4147 @ 1 1/2"7613 (3.00")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2972 @ 1' 2 7/8"9878 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8561 @ 4' 4 1/2"18346 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.112 @ 4' 4 1/2"0.283 Passed (L/915)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.178 @ 4' 4 1/2"0.425 Passed (L/574)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.63"1544 2603 4147 None 2 - Trimmer - SPF 3.00"3.00"1.63"1544 2603 4147 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 9" o/c Bottom Edge (Lu)8' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 8' 9"17'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 8' Garage Door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 2 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1951 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1662 @ 1' 2 7/8"9878 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7929 @ 8' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.325 @ 8' 4 1/2"0.550 Passed (L/608)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.542 @ 8' 4 1/2"0.825 Passed (L/366)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None 2 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 7" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"4'20.0 35.0 Snow - main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 3 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2699 @ 1 1/2"7613 (3.00")Passed (35%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2197 @ 1' 1/2"6872 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5638 @ 2' 9"10422 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.051 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.096 @ 2' 9"0.262 Passed (L/656)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1305 1021 838 3164 None 2 - Trimmer - SPF 3.00"3.00"1.50"1305 1021 838 3164 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 6"2'16.8 -35.0 Roof 2 - Uniform (PLF)0 to 5' 6"N/A 80.0 --Wall Load 3 - Point (lb)2' 9"N/A 1929 2041 1290 Linked from: Floor: Flush Beam @ Foyer, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 4 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4347 @ 7' 8 1/2"4725 (1.50")Passed (92%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3289 @ 1' 1"6872 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6489 @ 4' 9 13/16"10422 Passed (62%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.120 @ 4'0.189 Passed (L/756)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.217 @ 4'0.377 Passed (L/417)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.50"3.50"1.74"1929 2041 1290 5260 None 2 - Hanger on 9 1/2" LSL beam 3.50"Hanger¹1.50"2121 1767 1650 5538 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 9" o/c Bottom Edge (Lu)7' 9" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS48 3.00"N/A 22-16d 8-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 8 1/2"N/A 10.4 ---- 1 - Uniform (PSF)0 to 8' (Front)4'15.0 40.0 -Floor 2 - Uniform (PSF)0 to 8' (Front)2'16.8 -35.0 Roof Load 3 - Uniform (PLF)0 to 8' (Front)N/A 80.0 --Wall Load 4 - Uniform (PSF)0 to 1' 6" (Front)17'16.8 -35.0 Roof Load 5 - Point (lb)1' 6" (Front)N/A 621 1264 - 6 - Point (lb)5' 6" (Front)N/A 621 1264 - 7 - Uniform (PLF)5' 6" to 8' (Front)N/A 80.0 --Wall Load 8 - Uniform (PSF)5' 6" to 8' (Front)17'16.8 -35.0 Roof Load All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Foyer (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 5 / 22 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 6 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3407 @ 4"13956 (5.50")Passed (24%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2793 @ 1' 3"6872 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)10384 @ 3' 9"11985 Passed (87%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.148 @ 3' 9"0.196 Passed (L/637)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.287 @ 3' 9"0.392 Passed (L/327)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"1708 1336 930 3974 None 2 - Trimmer - SPF 5.50"5.50"1.50"1437 1111 720 3268 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 5" o/c Bottom Edge (Lu)8' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 8' 6" (Front)2'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 8' 6" (Front)N/A 80.0 --Wall - Upper 3 - Point (lb)3' 9" (Front)N/A 2121 1767 1650 Linked from: Flush Foyer (H), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Foyer (V) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 7 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1480 @ 2"8881 (3.50")Passed (17%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1022 @ 1' 1"6872 Passed (15%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2349 @ 3' 6"10422 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.042 @ 3' 6"0.167 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.059 @ 3' 6"0.333 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.50"3.50"1.50"430 1050 1480 None 2 - Trimmer - SPF 3.50"3.50"1.50"430 1050 1480 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' o/c Bottom Edge (Lu)7' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7'N/A 10.4 -- 1 - Uniform (PSF)0 to 7' (Front)4'15.0 40.0 Upper level floor load 2 - Uniform (PSF)0 to 7' (Front)3' 6"15.0 40.0 Floor - Stairs Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Stairs Header 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 8 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2742 @ 1 1/2"3825 (3.00")Passed (72%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1724 @ 1' 1/4"2872 Passed (60%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3435 @ 2' 9"3946 Passed (87%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.039 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.062 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.15"1009 1733 2742 None 2 - Trimmer - SPF 3.00"3.00"2.15"1009 1733 2742 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 6"18'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Kitchen Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 9 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3252 @ 1 1/2"5738 (3.00")Passed (57%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2230 @ 1' 1/4"4308 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4885 @ 3' 3"5919 Passed (83%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.052 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.083 @ 3' 3"0.313 Passed (L/907)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.70"1204 2048 3252 None 2 - Trimmer - SPF 3.00"3.00"1.70"1204 2048 3252 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 6' 6"18'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Patio Door 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 10 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1751 @ 0 1913 (1.50")Passed (92%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1500 @ 2' 10 1/4"2872 Passed (52%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1718 @ 3' 9 3/4"3946 Passed (44%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.008 @ 1' 9 11/16"0.127 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.011 @ 1' 9 1/2"0.191 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"618 1133 1751 None 2 - Trimmer - SPF 4.50"4.50"3.78"1722 3093 4815 None 3 - Trimmer - SPF 4.50"4.50"3.78"1722 3093 4815 None 4 - Trimmer - SPF 1.50"1.50"1.50"618 1133 1751 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 6" o/c Bottom Edge (Lu)11' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 11' 6"20'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Living Room Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 11 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3073 @ 1 1/2"5738 (3.00")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2108 @ 1' 1/4"4308 Passed (49%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4617 @ 3' 3"5919 Passed (78%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.049 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.078 @ 3' 3"0.313 Passed (L/960)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.61"1139 1934 3073 None 2 - Trimmer - SPF 3.00"3.00"1.61"1139 1934 3073 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 6' 6"17'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bedroom #2 Patio Door 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 12 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5169 @ 1 1/2"7613 (3.00")Passed (68%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1950 @ 1' 1/2"6318 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3592 @ 2' 7 7/8"11775 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.030 @ 2' 9 1/8"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.048 @ 2' 8 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.04"2152 1815 2208 6175 None 2 - Trimmer - SPF 3.00"3.00"1.50"949 1815 155 2919 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 9.7 ---- 1 - Uniform (PSF)0 to 5' 6"9' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 6"18'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 5 - Point (lb)6"N/A 1204 -2048 Linked from: Dining Room Patio Door, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #4 Window 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 13 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7312 @ 6' 4 1/2"7613 (3.00")Passed (96%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)6094 @ 5' 5 1/2"7265 Passed (84%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)8677 @ 3' 1 5/16"13541 Passed (64%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.095 @ 3' 3 1/16"0.208 Passed (L/789)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.159 @ 3' 3 1/16"0.313 Passed (L/473)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.49"2546 2600 2429 7575 None 2 - Trimmer - SPF 3.00"3.00"2.88"2964 2600 3197 8761 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 9.7 ---- 1 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level 2 - Uniform (PSF)0 to 2'20'20.0 -35.0 Snow - Main 3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck 4 - Uniform (PSF)0 to 6' 6"13'15.0 40.0 -Floor - Main Level 5 - Point (lb)2'N/A 618 -1133 Linked from: Living Room Window, Support 1 6 - Point (lb)5' 6"N/A 1722 -3093 Linked from: Living Room Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Patio Door 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 14 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7178 @ 1 1/2"11419 (3.00")Passed (63%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5443 @ 1' 1/2"10898 Passed (50%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)14322 @ 3' 9"20312 Passed (71%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.132 @ 3' 9"0.258 Passed (L/707)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.224 @ 3' 9"0.387 Passed (L/416)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.89"2951 2880 2756 8587 None 2 - Trimmer - SPF 3.00"3.00"1.50"2179 2880 1409 6468 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)8' o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 14.5 ---- 1 - Uniform (PSF)0 to 8'11'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 3' 9"17'20.0 -35.0 Snow - Main 4 - Point (lb)3' 9"N/A 1139 -1934 Linked from: Bedroom #2 Window, Support 1 5 - Uniform (PSF)0 to 8'7'10.0 40.0 -Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Window 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 15 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5219 @ 1 1/2"7613 (3.00")Passed (69%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3919 @ 1' 1/2"7902 Passed (50%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)7080 @ 4'11985 Passed (59%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.133 @ 4'0.258 Passed (L/699)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.246 @ 4'0.387 Passed (L/378)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.06"2371 1120 2678 6169 None 2 - Trimmer - SPF 3.00"3.00"2.06"2371 1120 2678 6169 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)8' o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 ---- 1 - Uniform (PSF)0 to 8'7'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 1' 6"18'20.0 -35.0 Snow - Main 4 - Uniform (PSF)6' 6" to 8'18'20.0 -35.0 Snow - Main 5 - Point (lb)1' 6"N/A 1009 -1733 Linked from: Kitchen Window, Support 1 6 - Point (lb)6' 6"N/A 1009 -1733 Linked from: Kitchen Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #5 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 16 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1860 @ 0 1913 (1.50")Passed (97%)--1.0 D + 1.0 L (All Spans) Shear (lbs)930 @ 10 3/4"2498 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1666 @ 1' 9 1/2"3431 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 1' 9 1/2"0.119 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.014 @ 1' 9 1/2"0.179 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"517 1344 1861 None 2 - Trimmer - SPF 1.50"1.50"1.50"517 1344 1861 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 7" o/c Bottom Edge (Lu)3' 7" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 7"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 7"18' 9"15.0 40.0 Floor - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Hallway Opening 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 17 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1654 @ 0 1913 (1.50")Passed (86%)--1.0 D + 1.0 L (All Spans) Shear (lbs)693 @ 10 3/4"2498 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1275 @ 1' 6 1/2"3431 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.008 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"459 1195 1654 None 2 - Trimmer - SPF 1.50"1.50"1.50"459 1195 1654 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"19' 4 1/2"15.0 40.0 Floor - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #5 Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 18 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2503 @ 1 1/2"3825 (3.00")Passed (65%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1408 @ 1' 1/4"2498 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2616 @ 2' 4"3431 Passed (76%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.024 @ 2' 4"0.147 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.033 @ 2' 4"0.221 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.96"695 1808 2503 None 2 - Trimmer - SPF 3.00"3.00"1.96"695 1808 2503 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 8" o/c Bottom Edge (Lu)4' 8" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 8"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 8"19' 4 1/2"15.0 40.0 Floor - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #5 Closet 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 19 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1039 @ 0 1913 (1.50")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)466 @ 10 3/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)844 @ 1' 7 1/2"3946 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.006 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"385 654 1039 None 2 - Trimmer - SPF 1.50"1.50"1.50"385 654 1039 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 3" o/c Bottom Edge (Lu)3' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 3"11' 6"20.0 35.0 Snow - main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Wdw hdr Owner's Bath 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 20 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)868 @ 1 1/2"3825 (3.00")Passed (23%)--1.0 D + 1.0 S (All Spans) Shear (lbs)647 @ 1' 1/4"2872 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1629 @ 4'3946 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.021 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.064 @ 4'0.387 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"588 280 868 None 2 - Trimmer - SPF 3.00"3.00"1.50"588 280 868 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)8' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 7.0 -- 1 - Uniform (PSF)0 to 8'2'20.0 35.0 Snow - main Rake 2 - Uniform (PSF)0 to 8'1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Wdw hdr Owner's Suite 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 21 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2120 @ 1 1/2"3825 (3.00")Passed (55%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1158 @ 1' 1/4"2872 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2127 @ 2' 3"3946 Passed (54%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.016 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.025 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.66"781 1339 2120 None 2 - Trimmer - SPF 3.00"3.00"1.66"781 1339 2120 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 6" o/c Bottom Edge (Lu)4' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 6"17'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stairs Landing Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/7/2021 10:13:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17907 Eclipse Ave, Lakeville, MN Topaz - The Jasmine 17907 Eclipse Ave, Lakeville, MN 1/7/21; #24573 Page 22 / 22 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 * If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillemn.gov “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) X KP 02/12/21