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Home My WebLink AboutLA186803 - 17406 Ely 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 DM 11/19/2020 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 FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"GARAGE PLATE9' -3 1/4"MAIN FLOOR PLATE HEIGHT8' - 1 1/8"LOWER FLOOR PLATE HEIGHT8' - 1 1/8"ALUMINUM SOFFIT& FASCIA TYP.VINYL LAP SIDINGCULTURED STONE W/ CONCRETE CAPSEE COLUMN DETAILSHEET A-502UPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT8' - 1 1/8"VINYL BOARD& BATTEN TYP.4" SMARTSIDE WINDOW TRIM, SIDES & BOTTOM6" WINDOW TRIM ON TOP W/ 2" EXTENSION 6" SMARTSIDE FRIEZE BOARD 6" SMARTSIDE STORY BOARD ARCHEDSMARTSIDE SOFFIT GARAGE PLATE HEIGHT9' - 3 1/4"4" VINYL CORNERS1' - 0"0' - 3"4" SMARTSIDE TRIM@ WINDOWS & DOORS FRONT TYP. 4 BD. 6" PLANKSTYLE SHUTTERS TYP.3' - 6"18" TALL ARCHTOP TRANSOM1ADDRESS STONE6" / 12"6" / 12"6" / 12"6" / 12"8" 12"8" 12"4" / 12"6" / 12"24" RETURNS TYP. 4" 12"6" 12"4" 12"6" 12"8" / 12"8" / 12"24" RETURNSTYP.8" / 12"6" 12"6" 12"6" 12"4" 12"VINYL SIDING& CORNERS TYP.ALUMINUM SOFFIT& FASCIA TYP.6" / 12"4" / 12"6" / 12"8" 12"1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012LEFT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:11/4/2020 11:16:10 AMTHE AKHENBLIT & ROGERSRESIDENCEL15, B2 - NORTH CREEK17406 ELY AVENUELAKEVILLE, MN 55024A-201OTT18211.4.20 TP519123798411.2.20 CB8'-1/8"8'-1/8"3'-6" POUR8'-1/8"2740THE JASMINE1/8" = 1'-0"A-2013RIGHT ELEVATION1/8" = 1'-0"A-2014REAR ELEVATIONSHEET INDEXSHEET NAME SHEET NUMBERELEVATIONS A-201FOUNDATION A-401LOWER FLOOR A-402MAIN FLOOR A-403UPPER FLOOR A-404ROOF/ SECTION A-501DETAILS A-502SCHEDULES/ DETAIL A-503Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/09/2020dmathews *ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2'-10"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.24' - 2"25' - 6"49' - 8"22' - 2"2' - 0"26' - 4"49' - 8"15' - 6"34' - 2"27' - 0"7' - 2"3' - 10"11' - 8"10' - 0"19' - 2"7' - 6"13' - 4"29' - 2"20' - 10"50' - 0"0' - 10 1/2"8' - 3" M.O.0' - 10 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"21' - 4"8' - 4"13' - 4"15' - 6"7' - 10"19' - 4"2' - 7 1/4"3' - 8 3/4"3' - 8 3/4"13' - 7 1/4"14' - 9 3/4"7' - 8 1/4"4' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2A-5012x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE3'-6"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.4' - 2"22' - 2"7' - 0"43' - 0"50' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:11/4/2020 11:16:10 AMTHE AKHENBLIT & ROGERSRESIDENCEL15, B2 - NORTH CREEK17406 ELY AVENUELAKEVILLE, MN 55024A-401OTT18211.4.20 TP519123798411.2.20 CB8'-1/8"8'-1/8"3'-6" POUR8'-1/8"2740THE JASMINE1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 7RUNEXCAVATEDUNEXCAVATEDSUMPFURNACEF. D.W. H.BATH2/8 x 6/8511' - 8"3' - 10"7' - 2"27' - 0"CO DET.SMOKEDET.SMOKEDET.20" FLOOR TRUSSESPER MFG. SPACING6' - 8"6' - 8"15' - 6"34' - 2"49' - 8"50' - 0"29' - 2"20' - 10"10' - 0"19' - 2"7' - 6"13' - 4"49' - 8"24' - 2"25' - 6"INSULATE BETWEENWALL & SLAB11 7/8" LSL JOISTS@ 16" O.C.20" FLOOR TRUSSESPER MFG. SPACING4' - 1"6' - 10"2' - 11"AIR EX.22' - 2"2' - 0"15' - 6"7' - 10"21' - 4"8' - 4"22' - 2"3' - 6"3' - 6"13' - 10"4' - 10"3' - 8"17' - 10"0' - 4"6' - 0" B.W.P.6' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2-9 1/2" LVL W/ 2 TRIMMERS2-2x1024" CANT.ABOVE3' - 0" B.W.P.2-2x10 50' - 0"2-2x10 6' - 2"19' - 10"9' - 4"2' - 0"1' - 8"6' - 4"2' - 10"2/8 x 6/85MECHANICALLAUNDRY3' - 0" B.W.P.12' - 0"5' - 0"17' - 2"FAMILY ROOMBEDROOM #510' - 0"3' - 6"2' - 6"11' - 0"4/0 x 6/882/8 x 6/85R & SH3' - 0" B.W.P.2-9 1/2" LVL W/ 2 TRIMMERS8' - 10 1/2"22' - 7 1/2"11' - 6"7' - 0"43' - 0"2-9 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.WS3'-6" VANITY0' - 4"29' - 8"26' - 0"6/0 x 6/8SLIDER10412262-2x10 2-2x102/8 x 6/85WALL BUILTTO BOTTOM OF WINDOW4' - 2"2-9 1/2" LSLW/ 2 TRIMMERS2-2x10 *ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE/ SHEATHINGNOT INSULATION12" CANT. ABOVE 2x6.2/4 x 6/822/4 x 6/825' TUB/SHWRCRAWL SPACECEILING FAN ROUGH-INCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESDRYERWASHERL.T.R & SH1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:11/4/2020 11:16:10 AMTHE AKHENBLIT & ROGERSRESIDENCEL15, B2 - NORTH CREEK17406 ELY AVENUELAKEVILLE, MN 55024A-402OTT18211.4.20 TP519123798411.2.20 CB8'-1/8"8'-1/8"3'-6" POUR8'-1/8"2740THE JASMINEBWPsAboveFAN DN 2RDN 3RDN 7RUP 7RUP 9R29' - 2"20' - 10"50' - 0"10' - 0"19' - 2"7' - 6"13' - 4"51' - 8"2' - 0"27' - 0"7' - 0"15' - 8"11' - 8"4' - 0"3/0 x 6/8 W/12" D.S. SL'S7FOYERBEDROOM #2HALLDININGKITCHENGARAGESTOOP1' - 0"8' - 0"1' - 0"1' - 7"16' - 0"1' - 7"KNEE WALL W/14" SPINDLES 4' - 0"4' - 0"3' - 0"7' - 4"3' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHFOYER PLATE HEIGHT UNLESS NOTED OTHERWISECO DET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-2x10SEE COLUMN DETAILSHEET A-50224' - 2"27' - 6"2' - 0"25' - 6"22' - 2"2' - 0"0' - 6"7' - 0"0' - 6"3' - 6"5' - 0"21' - 0"3-11 7/8" LSL2-11 7/8" LSLFLOOR LINE ABOVEMFG. ROOF TRUSSES@ 24" O.C.20" FLOOR TRUSSESPER MFG. SPACINGATTICACCESS2' - 8" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.6' - 0" B.W.P.PFH BRACEDWALL PANEL3' - 0" B.W.P.2-2x10 W/ 2 TRIMMERS2A-50128' - 5 3/4"2' - 6"12' - 0 1/4"GIRDER TRUSS 5x5 PSL5x5 PSL3' - 0" B.W.P.8' - 6"5' - 8"8' - 8"8' - 8"5' - 5 1/4"6' - 0 3/4"14' - 2"17' - 4"11' - 6"7' - 0"43' - 0"22' - 2"3' - 6"3' - 6"13' - 10"21' - 8"8' - 0"2/6 x 6/84R & SH50' - 0"19' - 2"5' - 0"11' - 10"2-9 1/2" LSL FLUSH2-9 1/2" LSL FLUSH2-9 1/2" LSL 6' - 8 1/4"20' - 3 3/4"3' - 3"3' - 9"3' - 0" B.W.P.51' - 8"16' x 7' O.H.GARAGEDOOR126' - 4"1' - 8"2-2x102/8 x 6/8FIRE RATED636' - 0"15' - 8"GIRDER FLOOR TRUSS11' - 5 1/2"2' - 6"5' - 4 1/2"2' - 8 1/4"7' - 4 3/4"TRIANGLE OPENING W/ RAILING BETWEEN STAIRS 8' x 7' O.H.GARAGEDOOR11SMOKEDET.26' - 0"8' - 0"30" RANGESINK3' - 8"3' - 9"6/0 x 6/8SLIDER102/6 x 6/8413' - 0 3/4"3' - 7 3/4"9' - 3 1/2"BATHBEDROOM #3LIVING ROOM2/4 x 6/82DW12121083' - 6"8' - 0"TYP0' - 4 1/2"1313135/0 x 6/893' - 8 1/2"BOTTOM OF WINDOW FRAMED 44" A.F.F.2-2x10 CONT.3-2x102-2x105/0 x 6/89R & SH2/6 x 6/84R & SH2x6VAULT11VAULT LINEVAULTFLAT3:123:12THIS WALL TO BE BALLOON FRAMEDINTO SCISSOR TRUSS ABOVE 2' - 8" B.W.P.3' - 8"4' - 0"5' - 3 1/2"3' - 10"14' - 10 1/2"1' - 0"3' - 8"3' - 8"5' VANITY5' TUB/SHWRFACE FRAME LINEN OVER ENTRY CLOSET18" DEEP3' PANTRY36" REFCABINET SURROUND ON REFRIGERATOR 2' - 10"VAULTFLAT2-2x10 W/ 2 TRIMMERS2-2x102-2x10STAINLESS STEEL HOOD ABOVE MICROWAVE IN PANTRY CEILING FAN ROUGH-INCEILING FAN ROUGH-INHOT & COLD ROUGH-IN W/ DRAIN CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:11/4/2020 11:16:11 AMTHE AKHENBLIT & ROGERSRESIDENCEL15, B2 - NORTH CREEK17406 ELY AVENUELAKEVILLE, MN 55024A-403OTT18211.4.20 TP519123798411.2.20 CB8'-1/8"8'-1/8"3'-6" POUR8'-1/8"2740THE JASMINEVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FANBraced wall panelsneeded so no more than20' between panels DN 7REN SUITEOWNERS SUITE10' - 1"10' - 1"CO DET.SMOKEDET.SMOKEDET.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2/4 x 6/8PKT3MFG. ROOF TRUSSES@ 24" O.C.2A-50120' - 2"7' - 6"2/8 x 6/8517' - 4"2' - 10"2x6CLOSETTYP.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"LANDINGMFG. ROOF TRUSSES@ 24" O.C.VAULT FLAT18' - 7 1/2"3' - 6 1/2"22' - 2"8' - 4"17' - 2"ATTICACCESS3' - 6"3' - 6"5' - 0"R&SHSHOWER HEAD2/4 x 6/822-2x102-2x10 W/ 2 TRIMMERS37955TILE SHOWERKNEE WALL W/14" SPINDLES SHAMPOO SHELFSEATDOUBLE FRAMED PLUMBING WALL2-2x102-2x102-2x10VAULTFLATVAULT LINE3:123:126' - 8 3/4"3' - 4"12' - 1 1/4"3' x 5' TUB W/ TILEDECK2/4 x 6/82DBL R&SHGLASS PANEL5'-6" VANITY1' - 10"1'-6" LINENCONTROLVAULTFLAT2x6 FRAMINGW/ FRAMING ABOVEFOR INSULATIONCEILING FAN ROUGH-IN2/4 SHWRDR.112"x20" NICHECS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:11/4/2020 11:16:11 AMTHE AKHENBLIT & ROGERSRESIDENCEL15, B2 - NORTH CREEK17406 ELY AVENUELAKEVILLE, MN 55024A-404OTT18211.4.20 TP519123798411.2.20 CB8'-1/8"8'-1/8"3'-6" POUR8'-1/8"2740THE JASMINE1/4" = 1'-0"A-4041UPPER FLOOR PLANTemper ifglass within60" of floor.FANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). STANDARD ENERGY HEELS @ 4:12 6:12 & 8:12 TO MATCH18" OVERHANGS & 12" RAKES TYP.ROOF VENT (10) PER CODE (2) ROOF VENTS THIS AREA (3) ROOF VENTS IN THIS AREA (5) ROOF VENTS IN THIS AREA 4" / 12"8" / 12"8" / 12"6" / 12"6" / 12"6" / 12"8" / 12"8" / 12"4" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"MAIN FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. TYP FOOTING-3' -6"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"UPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"CRAWL SPACEHALLFOYERMAIN PLATE HEIGHT8' - 1 1/8"MFG. ROOF TRUSSES@ 24" O.C.7 RISERS 4' - 4 5/8"9 RISERS5' - 5 1/4"7 RISERS4' - 4 5/8"11 7/8" LSL JOISTSLANDINGUPPER PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT8' - 1 1/8"20" FLOOR TRUSSES 20" FLOOR TRUSSES LOWER FLOOR PLATE HEIGHT8' - 1 1/8"LIVING ROOMFAMILY ROOMVERIFY FLOOR SYSTEMWITH FLOOR PLANSLOWER FLOOR PLATE HEIGHT8' - 1 1/8"RIM JOISTWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK: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 FOOTINGS4" DRAIN TILE W/WEEP FROM BLOCKTOP COURSE TO BE SOLID BLOCK,BOND BEAM OR GROUTED SOLID 6 MIL. V.B.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEARCHITECTURAL ASPHALT SHINGLES W/ 15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGE3/4" T&GSUBFLOORR-20 SPRAYFOAM INSULATION6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAP5/8" GYP. BD.MAIN FLOOR PLATE HEIGHT8' - 1 1/8"SIDING PER PLANSDRYVIT INSULATION PROTECTION SIDING TO6" BELOW GRADETHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:11/4/2020 11:16:11 AMTHE AKHENBLIT & ROGERSRESIDENCEL15, B2 - NORTH CREEK17406 ELY AVENUELAKEVILLE, MN 55024A-501OTT18211.4.20 TP519123798411.2.20 CB8'-1/8"8'-1/8"3'-6" POUR8'-1/8"2740THE JASMINE1/8" = 1'-0"A-5011ROOF PLAN1/4" = 1'-0"A-5012SECTION1/2" = 1'-0"A-5013TYP. WALL SECTION ANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL 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 PLANS6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL 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 FOUNDATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 BLOWINSULATION MIN.FLOOR TRUSSWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHING0' - 10"1x61x6SMOOTHSMARTSIDETYPICAL4x4COREPOST4x4 POSTFRAMING0' - 10"0' - 10"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:11/4/2020 11:16:11 AMTHE AKHENBLIT & ROGERSRESIDENCEL15, B2 - NORTH CREEK17406 ELY AVENUELAKEVILLE, MN 55024A-502OTT18211.4.20 TP519123798411.2.20 CB8'-1/8"8'-1/8"3'-6" POUR8'-1/8"2740THE JASMINE1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5024TYP. WALKOUT SECTION1/2" = 1'-0"A-5026TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5027BEARING WALL SECTION1/2" = 1'-0"A-5022GARAGE CEILING3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5021TYP. LOOKOUT SECTION1/2" = 1'-0"A-5025TYP. COLUMN FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:11/4/2020 11:16:12 AMTHE AKHENBLIT & ROGERSRESIDENCEL15, B2 - NORTH CREEK17406 ELY AVENUELAKEVILLE, MN 55024A-503OTT18211.4.20 TP519123798411.2.20 CB8'-1/8"8'-1/8"3'-6" POUR8'-1/8"2740THE JASMINEWINDOW 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"7 WINDSOR NEXT DIMENSION 1 3618 AWN T. 3' - 0" 1' - 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"3/8" = 1'-0"A-5033METHOD PFH - PORTAL FRAME WITH HOLD-DOWNSDOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/4 SHWR DR. 12 2/4 x 6/8 53 2/4 x 6/8 PKT 14 2/6 x 6/8 35 2/8 x 6/8 56 2/8 x 6/8 FIRE RATED 17 3/0 x 6/8 W/ 12" D.S. SL'S 18 4/0 x 6/8 19 5/0 x 6/8 210 6/0 x 6/8 SLIDER 211 8' x 7' O.H. GARAGE DOOR 112 16' x 7' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR CRAWL SPACE 120 SF 3' - 2 1/2"LOWER FLOOR BATH VINYL 47 SF 8' - 1 1/8" .LOWER FLOOR MECHANICAL 71 SF 8' - 1 1/8"LOWER FLOOR LAUNDRY FINISHED 66 SF 8' - 1 1/8" .LOWER FLOOR FAMILY ROOM CARPET 601 SF 8' - 1 1/8" .LOWER FLOOR BEDROOM #5 CARPET 146 SF 8' - 1 1/8" .FOYER FLOOR FOYER WOOD 88 SF 8' - 1 1/8" .FOYER FLOOR GARAGE 633 SF 9' - 3 1/4"FOYER FLOOR STOOP CONCRETE 30 SF 8' - 1 1/8" .MAIN FLOOR BEDROOM #2 CARPET 169 SF 8' - 1 1/8" .MAIN FLOOR HALL WOOD 59 SF 8' - 1 1/8" .MAIN FLOOR DINING WOOD 119 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 159 SF 8' - 1 1/8" .MAIN FLOOR LIVING ROOM WOOD 244 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 CARPET 85 SF 8' - 1 1/8" Main Level Member Name Results Current Solution Comments Garage Door Header (Single Stall) Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage Door Header (Double Stall) Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Window Header - Foyer Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Beam @ Foyer Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Stairs Header Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Kitchen Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Living Room Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Family Room Window Left 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 Right Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 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 17406 Ely Ave, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 1 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)15241 @ 8' 4 1/2"24806 (5.25")Passed (61%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4796 @ 7' 3 1/8"14817 Passed (32%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)9151 @ 4' 10 5/16"27519 Passed (33%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.071 @ 4' 4 5/16"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.123 @ 4' 4 11/16"0.412 Passed (L/803)--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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1586 202 2383 4171 None 2 - Trimmer - PSL 5.25"5.25"3.23"6955 4232 6816 18003 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 8" o/c Bottom Edge (Lu)8' 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' 8 1/4"N/A 19.5 ---- 1 - Uniform (PSF)0 to 8'14' 6"20.0 -35.0 Snow - Main 2 - Uniform (PSF)8' to 8' 8 1/4"4'20.0 -35.0 Snow - Main 3 - Point (lb)8'N/A 5997 4433 5043 Linked from: GT2 - Garage V, 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 11/4/2020. 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, Garage Door Header (Single Stall) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 2 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2182 @ 1 1/2"7613 (3.00")Passed (29%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1859 @ 1' 2 7/8"9878 Passed (19%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8865 @ 8' 4 1/2"18346 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.366 @ 8' 4 1/2"0.550 Passed (L/541)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.606 @ 8' 4 1/2"0.825 Passed (L/327)--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"862 1319 2181 None 2 - Trimmer - SPF 3.00"3.00"1.50"862 1319 2181 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 10" 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' 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 11/4/2020. 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, Garage Door Header (Double Stall) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 3 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2675 @ 1 1/2"7613 (3.00")Passed (35%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2177 @ 1' 1/2"6872 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5585 @ 2' 9"10422 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.051 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.095 @ 2' 9"0.262 Passed (L/663)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"1295 1011 830 3136 None 2 - Trimmer - SPF 3.00"3.00"1.50"1295 1011 830 3136 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 1908 2022 1274 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 11/4/2020. 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, Window Header - Foyer 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 4 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4492 @ 7' 7 1/2"5206 (3.50")Passed (86%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3248 @ 1' 1"6872 Passed (47%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6301 @ 4' 8 3/8"10422 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.114 @ 3' 11 7/16"0.186 Passed (L/783)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.207 @ 3' 11 7/16"0.373 Passed (L/433)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 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. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Beam - SPF 3.50"3.50"2.94"1908 2022 1274 5204 Blocking 2 - Stud wall - SPF 3.50"3.50"3.02"2032 1753 1527 5312 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 10" o/c Bottom Edge (Lu)7' 10" 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 7' 9 1/2"N/A 10.4 ---- 1 - Uniform (PSF)0 to 7' 9 1/2" (Front)4'15.0 40.0 -Floor 2 - Uniform (PSF)0 to 7' 9 1/2" (Front)2'16.8 -35.0 Roof Load 3 - Uniform (PLF)0 to 7' 9 1/2" (Front)N/A 80.0 --Wall Load 4 - Uniform (PSF)0 to 1' 6" (Front)17'16.8 -35.0 Roof Load 5 - Point (lb)1' 6" (Front)N/A 621 1264 - 6 - Point (lb)5' 6" (Front)N/A 621 1264 - 7 - Uniform (PLF)5' 6" to 7' 9 1/2" (Front)N/A 80.0 --Wall Load 8 - Uniform (PSF)5' 6" to 7' 9 1/2" (Front)17'16.8 -35.0 Roof Load 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 11/4/2020. 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 Beam @ Foyer 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 5 / 17 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 11/4/2020. 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 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 6 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2515 @ 1 1/2"3825 (3.00")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1581 @ 1' 1/4"2872 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3151 @ 2' 9"3946 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.036 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.056 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"1.97"927 1588 2515 None 2 - Trimmer - SPF 3.00"3.00"1.97"927 1588 2515 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"16' 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 11/4/2020. 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 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 7 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2984 @ 1 1/2"5738 (3.00")Passed (52%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2046 @ 1' 1/4"4308 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4483 @ 3' 3"5919 Passed (76%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.048 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.076 @ 3' 3"0.313 Passed (L/989)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"1.56"1107 1877 2984 None 2 - Trimmer - SPF 3.00"3.00"1.56"1107 1877 2984 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"16' 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 11/4/2020. 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 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 8 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"1.79"844 1444 2288 None 2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 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"15'20.0 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 11/4/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bedroom #2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 9 / 17 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 11/4/2020. 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 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 10 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7576 @ 1 1/2"7613 (3.00")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2788 @ 1' 1/2"6318 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5623 @ 2' 9"11775 Passed (48%)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)0.085 @ 2' 9"0.262 Passed (L/742)--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"2.99"3121 2475 3465 9061 None 2 - Trimmer - SPF 3.00"3.00"1.99"2014 2475 1588 6077 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"15' 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 5' 6"16' 6"20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 5 - Point (lb)0 N/A 1107 -1877 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 11/4/2020. 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 Left 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 11 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7499 @ 6' 4 1/2"7613 (3.00")Passed (99%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)6234 @ 5' 5 1/2"7265 Passed (86%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)9027 @ 3' 1 1/8"13541 Passed (67%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.099 @ 3' 3"0.208 Passed (L/757)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.165 @ 3' 3"0.313 Passed (L/455)--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"2.59"2634 2834 2429 7897 None 2 - Trimmer - SPF 3.00"3.00"2.96"3027 2766 3197 8990 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 3' 6"15'15.0 40.0 -Floor - Main Level 5 - Uniform (PSF)3' 6" to 6' 6"14'15.0 40.0 -Floor - Main Level 6 - Point (lb)2'N/A 618 -1133 Linked from: Living Room Window, Support 1 7 - Point (lb)5' 6"N/A 1722 -3093 Linked from: Living Room Window, Support 2 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 11/4/2020. 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 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 12 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5731 @ 7' 10 1/2"7613 (3.00")Passed (75%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4246 @ 1' 1/2"7265 Passed (58%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)7614 @ 3' 9 5/8"11775 Passed (65%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.127 @ 3' 11 3/16"0.258 Passed (L/732)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.224 @ 3' 11 3/16"0.387 Passed (L/415)--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"2.24"2461 2080 2215 6756 None 2 - Trimmer - SPF 3.00"3.00"2.26"2485 2080 2248 6813 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 9.7 ---- 1 - Uniform (PSF)0 to 8'13'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 2'15'20.0 -35.0 Snow - Main 4 - Uniform (PSF)7' to 8'15'20.0 -35.0 Snow - Main 5 - Point (lb)2'N/A 844 -1444 Linked from: Bedroom #2 Window, Support 1 6 - Point (lb)7'N/A 844 -1444 Linked from: Bedroom #2 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 11/4/2020. 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 Right 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 13 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6364 @ 1 1/2"7613 (3.00")Passed (84%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4762 @ 1' 1/2"7902 Passed (60%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)8534 @ 4'10422 Passed (82%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.184 @ 4'0.258 Passed (L/504)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.322 @ 4'0.387 Passed (L/289)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"2.51"2724 2400 2454 7578 None 2 - Trimmer - SPF 3.00"3.00"2.51"2724 2400 2454 7578 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 8'15'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 1' 6"16' 6"20.0 -35.0 Snow - Main 4 - Uniform (PSF)6' 6" to 8'16' 6"20.0 -35.0 Snow - Main 5 - Point (lb)1' 6"N/A 927 -1588 Linked from: Kitchen Window, Support 1 6 - Point (lb)6' 6"N/A 927 -1588 Linked from: Kitchen Window, Support 2 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 11/4/2020. 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 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 14 / 17 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 11/4/2020. 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 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 15 / 17 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 11/4/2020. 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 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 16 / 17 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 11/4/2020. 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 11/17/2020 8:50:24 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 17406 Ely Ave, Lakeville, MN Topaz - The Jasmine 17406 Ely Ave, Lakeville, MN 11/17/2020; #24483 Page 17 / 17 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) KP X11/30/2020