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HomeMy WebLinkAboutLA188825 20234 Glenbrook Path Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 2/25/21 DM RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"VINYL BOARD& BATTEN TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.3' - 6"CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONTTYP.ADDRESS STONE8x8x36"CORBELS (2)GARAGE PLATE HEIGHT 10' - 9 3/8"3' - 0"7" / 12"7" / 12"7" / 12"8" 12"(3) 6"x6"x30" CORBELVINYL SHAKES24" RETURNS TYP.7" 12"7" 12"7" 12"8" / 12"8" / 12"MAIN FLOOR1' -8 1/4"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REARGREAT RM. PLATE11' -9 3/8"BEDROOM #2 PLATE21' -7 1/4"BEDROOM #2 FLOOR13' -6 1/8"10' - 1 1/8"8' - 1 1/8"7" / 12"7" / 12"8" 12"8" 12"24" RETURNS TYP.7" 12"7" 12"8" / 12"8" / 12"8" / 12"8" / 12"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 CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/15/2021 4:02:22 PMTHE WARNER RESIDENCEL9, B2 -BENNETT BLUFFS20234 GLENBROOK PATHLAKEVILLE, MN 55044A-201OTT19412.29.20 TP169713379631.4.21 TP1.26.21 TP2.15.21 TP12.10.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3997THE MAVERICK1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS/ SCHEDULES1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATIONSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/12/2021dmathews 11' - 10"2' - 0"0' - 2"18' - 10"35' - 2"54' - 0"2' - 2 1/2"8' - 3" M.O.2' - 2 1/2"3' - 1 1/2"16' - 3" M.O.3' - 1 1/2"7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB11' - 8"8' - 0"19' - 8"22' - 6"12' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"4' - 5"7' - 4"0' - 9 1/2"6' - 7"23' - 2 1/2"22' - 8"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATIONANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3' - 9"6' - 1"9' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT: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.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY, BOTH SIDES.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE22' - 4"13' - 10"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE54' - 0"10' - 0"44' - 0"2' - 0"42' - 0"54' - 0"11' - 8"42' - 4"10' - 4"15' - 0"17' - 0"32' - 4"0' - 4"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY54' - 0"7' - 10"46' - 2"2' - 0"5' - 10"36' - 2"10' - 0"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE13' - 0"29' - 0"3'-6"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.11'-6"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.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 CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/15/2021 4:02:22 PMTHE WARNER RESIDENCEL9, B2 -BENNETT BLUFFS20234 GLENBROOK PATHLAKEVILLE, MN 55044A-401OTT19412.29.20 TP169713379631.4.21 TP1.26.21 TP2.15.21 TP12.10.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3997THE MAVERICK1/4" = 1'-0"A-4011FOUNDATION PLANHoldowns UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.BATHMECHANICAL /STORAGE11' - 10"2' - 0"22' - 6"12' - 8"0' - 2"18' - 10"35' - 2"54' - 0"46' - 2"7' - 10"2' - 2 1/2"8' - 3" M.O.2' - 2 1/2"3' - 1 1/2"16' - 3" M.O.3' - 1 1/2"11' - 8"42' - 4"54' - 0"2' - 0"5' - 10"36' - 2"10' - 0"12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED10' - 4"15' - 0"17' - 0"21 LINEN62/8 x 6/8R.O. 2' -10" x 6' -11"SET ON 3X SILL20' - 0"16' - 2"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.5' - 0"5' - 10"8' - 10"3-14" FLUSH LVL24" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABBEDROOM #5SMOKEDET.SMOKEDET.CO DET.FAMILY ROOMFLOOR GIRDER2-2x102-2x1022' - 8"11' - 8"8' - 0"19' - 8"54' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x10ANCHOR BOLTS ON EACH SIDE OF BEARING POINT9' - 10"AIR EX.22' - 4"146/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"6' - 1"4' - 3"7' - 6"7' - 6"8' - 0"9' - 0"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE3-2x102-9 1/2" LSL2-11 7/8" LSL W/3 TRIMMERS 4-2x64-2x6W.S.WET BARROUGH INSHIPLAPWALL2 ZONE HEATINGW/ MECHANICALDAMPERS12/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"135/0 x 6/8R.O. 5' -2" x 6' -11"2x6SINK3' x 5' F.G.SHWR W/SURROUNDR & SH.6' - 7"2' - 6"1' - 6"11' - 9"4' VANITY9' - 4"4' - 0"10' - 1 1/4"18' - 10 3/4"54' - 0"44' - 0"10' - 0"2' - 0"42' - 0"32' - 4"0' - 4"KNEE WALL W/ 14"PAINTED SPINDLESSHIPLAP TOCEILINGCARPETHARDWOODCARPETHARDWOOD5' - 0"5' - 0"5' - 0"5' - 0"13' - 10"4' - 2"6' - 8"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE3 TRIMMERS3 TRIMMERS2-2x102-2x102-2x10 FLUSH16048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"1224-24-2448 SLR.O. 6' -0" x 4' -0"H.H. 6' -10"1224-24-2448 SLR.O. 6' -0" x 4' -0"H.H. 6' -10"1024-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"64836 PICR.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"WALL BRACING BY OTHERS1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/15/2021 4:02:23 PMTHE WARNER RESIDENCEL9, B2 -BENNETT BLUFFS20234 GLENBROOK PATHLAKEVILLE, MN 55044A-402OTT19412.29.20 TP169713379631.4.21 TP1.26.21 TP2.15.21 TP12.10.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3997THE MAVERICK2.66HoldownsUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.5S1FRAME WALL ABOVE12"Ø ANCHOR BOLT(7" MIN EMBED) @ 72" O.C.MAX. OR EQUIVALENT STRAPS#4 x 2'-0" DOWELS @ 72" O.C.(5" MIN. EMBED) CENTERED IN WALL16" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTING(PROVIDE ADEQUATEFROST PROTECTION)8" MIN. C.I.P.CONCRETE WALL WALL SECTION GARAGE FOUNDATION WALL2" LEDGE#4 HORIZ. BARS @ 24" O.C.MAX. ABOVE GRADESLOPE GRADE AWAYFROM FOUNDATIONNOT TOEXCEED 2'-6"SLAB-ON-GRADE3'-0"2'-0"#4 x 5'-0" HOOKS@ 24" O.C.PROVIDE GRANULAR MATERIALFOR FILL BELOW SLAB3'-0"2'-0"2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 6S1 GARAGE FOUNDATION WALLWITH LOW GRADE#4 x 5'-0" HOOKS@ 24" O.C.#4 HORIZ. BARS @ 24" O.C.VERT. BAR OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.8" MIN. C.I.P.CONCRETE WALLGARAGESLAB-ON-GRADESEE 1/S1PROVIDE GRANULAR MATERIALFOR FILL BELOW SLABSLOPE GRADE AWAYFROM FOUNDATIONCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)NOT TO EXCEED 6'-0"4'-0" MIN.MAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGE16" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL#4 x 2'-0" DOWELS @ 36" O.C.(5" MIN. EMBED) CENTERED IN WALL2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 7S1 GARAGE FOUNDATION WALLWITH LOW GRADE#4 HORIZ. BARS @ 24" O.C.VERT. BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.10" MIN. C.I.P.CONCRETE WALLGARAGESLAB-ON-GRADESEE 1/S1PROVIDE GRANULAR MATERIALFOR FILL BELOW SLABSLOPE GRADE AWAYFROM FOUNDATIONCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)NOT TO EXCEED 8'-6"4'-0" MIN.MAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGE3'-0"2'-0"#4 x 5'-0" HOOKS@ 24" O.C.20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL#4 x 2'-0" DOWELS @ 24" O.C.(5" MIN. EMBED) CENTERED IN WALL DN 3RDN 3RUP 17RDN 16R46' - 0"8' - 0"42' - 0"12' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICEDWPORCH10' - 0"36' - 0"6' - 0"2' - 0"18' - 10"35' - 2"11' - 6"7' - 4"22' - 6"12' - 8"54' - 0"3' - 3"16' - 0"3' - 3"2' - 4"8' - 0"2' - 4"1' - 0"5' - 0"1' - 0"9' - 6"1' - 0"4" CONCRETE SLAB, SLOPETOWARDS DRAIN5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1616' x 8' INSULATED O.H.GARAGE DOORTYP.0' - 4 1/2"POWDER16" SH.PANTRY3/0 x 6/8 W/2-12" D.S.S.L.'S & 12"TRANSOM104' - 0"8' - 0"2' - 0"14' - 0"54' - 0"5' - 9"5' - 9"3' - 7"4' - 3"158' x 8' INSULATED O.H.GARAGE DOOR54' - 0"54' - 0"42' - 0"2' - 0"17' - 0"15' - 0"10' - 0"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"BENCH W/SHIPLAP& HOOKS93/0 x 6/8 OPG.GARAGE2' - 0"20' - 8"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"KNEE WALL W/ 14" PAINTED SPINDLESRECYCLE@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 9"10' - 6"2' - 9"DOUBLE FRAMEDWALL FOR FRIDGE RECESS 39"x73"U.C. LIGHT9' - 0"8' - 0"7' - 6"7' - 6"2' - 3"7' - 9"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"5' - 10"0' - 10"7' - 8"6' - 9"5' - 0"3' - 6"6' - 9"GIRDER TRUSSGIRDER TRUSSFLOORGIRDER5' - 0"5' - 0"SEE COLUMN DETAILSHEET A-5012-2x102-9 1/2" LSL3-14" LVL FLUSH2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x102-9 1/2" LSL DROPPED2-2x102-2x10 W/2 TRIMMERS3-2x6PAINTED CABINETSTO CEILING7' - 10"3-20" LVL5' - 0"5' - 0"END PANELDBLOVENDESK3' - 6"5' - 6"83/0 x 6/8 FULL VIEWEQEQSET FIREPLACE 12" A.F.FW/ STONE FACE TO MANTEL HEIGHT 2' - 0"9" HEAT DUCT2-9 1/2" LSL2-2x103-2x103-2x102-2x1024" CANT. ABOVEATTICACCESS5x7 PSL4-2x6WALL ABOVE BEARING ONFLOOR TRUSSES3-2x62-2x102-2x102' - 0"5x5 PSL2' - 10"3' - 10"2' - 4"36" GASS COOKTOP W/STAINED WOODHOODABOVE12" SH.2-2x10 FLUSH44' - 0"10' - 0"FLOOR GIRDER10' - 0"2-2x1072/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"114/0 x 6/8R.O. 4' -2" x 6' -11"R & SH. @ 65"10' - 6"GAS F.P.PAINTEDBUILT-IN20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/ 2 TRIMMERS2' - 0"8' - 2 1/4"11' - 1 3/4"U.C. LIGHT4/0 x 6/8TRACK DR.12SHIPLAPWALL4' - 6"4' - 0"9' - 6"4' - 0 1/4"MICROSHIPLAP TO CEILINGCAST IRONSINK W/ APRONFRONTPAINTEDBUILT-INBOX GIRDER OR2-11 7/8" LVL FLUSH22' - 0"32' - 0"3 BEAMS9'-1 1/8" CEILING10'-1 1/8" CEILING32" FLOOR TRUSSESPER MFG. SPACINGSTEP INFLOORABOVESTEP INFLOORABOVE20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGADD BLOCKING FORBARN DR. FRAMING HEIGHT @ 80" A.F.FW/ 2x6 HEADERTROUGHDRAININSULATE GARAGE WALLS, DOORS, AND CEILINGGARAGEHEATERPED. SINKU.C. LIGHTU.C. LIGHTWHITE SHIPLAPDROPDOWN CEILING DEPTH OF WOOD.TRIMMED OUT, SET IN2' FROM ALL SIDES4-2x6HHUS488P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"8P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"8P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"8P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"8P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"8P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"1124-24-2460 SLR.O. 6' -0" x 5' -0"H.H. 8' -0"1124-24-2460 SLR.O. 6' -0" x 5' -0"H.H. 8' -0"53618 PICR.O. 3' -0" x 1' -6"H.H. 8' -0"53618 PICR.O. 3' -0" x 1' -6"H.H. 8' -0"94848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 11' -10"27260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"FROM MAIN FLOORMUD ROOMWALL BRACING BY OTHERS1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/15/2021 4:02:23 PMTHE WARNER RESIDENCEL9, B2 -BENNETT BLUFFS20234 GLENBROOK PATHLAKEVILLE, MN 55044A-403OTT19412.29.20 TP169713379631.4.21 TP1.26.21 TP2.15.21 TP12.10.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3997THE MAVERICKVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.1210106652.752.757.5ShearwallShearwallPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY OTHERSHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM2S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14 HOLDOWNANCHOR FASTENED TO DOUBLESTUDS (REFER TO 4/S2 FORPOST-INSTALLED HOLDOWNOPTION)PROVIDE DOUBLE STUDSFOR ATTACHMENT OFBOTH STRAP & HOLDOWN(MAY USE BEARING/KINGSTUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTEREDON FLOOR SYSTEM AT LOCATIONSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)CENTER BEARINGSTUDS BY SUPPLIERS2FRAMING DETAILPERFORATED SHEARWALLRAISED ABOVE FLOOR SYSTEM1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.CENTER BEARINGSTUDS BY SUPPLIERPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY OTHERSHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14 HOLDOWNANCHOR FASTENED TO DOUBLESTUDS (REFER TO 4/S2 FORPOST-INSTALLED HOLDOWNOPTION)PROVIDE DOUBLE STUDSFOR ATTACHMENT OFBOTH STRAP & HOLDOWN(MAY USE BEARING/KINGSTUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTEREDON FLOOR SYSTEM AT LOCATIONSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)PFHPFHPARTIAL FOUNDATION PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLAN3'-0"2'-0"THICKEN GARAGE SLAB TO 5",REINFORCE w/ #3 BARS @ 24" O.C.EACH WAY & PROVIDE #4 x 5'-0"HOOKS SHOWN @ 24" O.C. INFOUNDATION WALLS AROUNDPERIMETER AND CAST INTO SLABS15S1 7 STANDARD FOUNDATIONWALLS PER CODE ORALTERNATIVE ENGINEEREDDRAWINGSS16S17W BWPsAboveBWP Above DN 16RDN 2RBEDROOM #4BATHBEDROOM #3OWNER'S SUITEHALLOWNER'S BATH9'-0" VANITYCLOSETR & SH. @ 65"BEDROOM #211' - 0"14' - 6"16' - 6"6' - 0"36' - 0"2' - 0"2' - 0"17' - 0"15' - 0"10' - 0"42' - 0"42' - 0"5' TUB/SHWR12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' LINEN3' VANITY3' VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"L.T.62/8 x 6/8R.O. 2' -10" x 6' -11"LAUNDRYOWNER'SCLOSET42/6 x 6/8R.O. 2' -8" x 6' -11"5' - 9"5' - 3"5' - 7"4' - 7"4' - 4"8' - 3"8' - 3"20' - 0"16' - 0"5' - 8"11' - 4"7' - 6"7' - 6"46' - 0"6' - 0"40' - 0"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 11 3/4"6' - 4 1/2"4' - 0"4' - 0 3/4"5' - 5 1/2"3' - 7 1/2"3' - 8"3' - 10"15' - 4 3/4"3' - 10 1/4"6' - 7 1/4"3' - 7 3/4"7' - 2"5' - 4"16' - 1"3' - 4 1/2"6' - 6 1/2"5' - 4"2' - 8"12' - 0"6' - 4 1/2"4' - 5"5' - 8 3/4"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS2-2x102-9 1/2" LSLW/ 2 TRIMMERS2-2x6 EA. SIDEKNEE WALL W/ 14" PAINTED SPINDLESR & SH. @ 48"22/4 x 6/8 OPG.52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"4' VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"2x6BATHTYP.2' - 0"2-2x102-2x102-2x102-2x102-2x1062/8 x 6/8R.O. 2' -10" x 6' -11"WASHERDRYERR & SH. @ 65"SMOKEDET.8' - 7"5' - 3 1/2"6' - 1 1/2"2' - 0"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.5' TUB/SHWRBOX VAULTSHIPLAP CEILINGINSIDE VAULTPAINTEDTOWELCUBBIES32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"48" LINENTILESHOWERBENCHCURB18" TOWERFRAMEDMIRRORS2x620' - 6"10' - 8"10' - 10"10' - 0"6' - 8"21' - 4"SHIPLAPWALLMFG. ROOF TRUSSES@ 24" O.C.46' - 0"2' - 4"4:124:12VAULT LINE5' - 4 1/2"TO CEILING424-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"16048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"72424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -10"16048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"424-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"CLOSETWALL BRACING BY OTHERSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/15/2021 4:02:23 PMTHE WARNER RESIDENCEL9, B2 -BENNETT BLUFFS20234 GLENBROOK PATHLAKEVILLE, MN 55044A-404OTT19412.29.20 TP169713379631.4.21 TP1.26.21 TP2.15.21 TP12.10.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3997THE MAVERICK1/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).2.662.75FANFANFANFAN WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION1' - 6"2x4 TYP.2x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING1' - 6"1' - 6"1' - 6"1' - 3"1' - 3"1' - 8"1' - 8"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12 & 8:12 TYP.8 ROOF VENTS REQUIRED3 ROOF VENTSREQUIRED @ GARAGE8" / 12"8" / 12"7" / 12"8" / 12"8" / 12"7" / 12"7" / 12"7" / 12"7" / 12"BOXGIRDER2x6 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 FOOTINGSANCHOR 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 INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGE(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHING6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/15/2021 4:02:24 PMTHE WARNER RESIDENCEL9, B2 -BENNETT BLUFFS20234 GLENBROOK PATHLAKEVILLE, MN 55044A-501OTT19412.29.20 TP169713379631.4.21 TP1.26.21 TP2.15.21 TP12.10.20 TP8'- 1 /18"9'- 1 /18"8'-4" POUR3997THE MAVERICKWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 3 6048 SL 5' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"6 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"7 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 6' - 10"8 WINDSOR NEXT DIMENSION 6 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"9 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0" 11' - 10"10 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0"6' - 10"11 WINDSOR NEXT DIMENSION 2 24-24-2460 SL 6' - 0" 5' - 0"8' - 0"12 WINDSOR NEXT DIMENSION 2 24-24-2448 SL 6' - 0" 4' - 0"6' - 10"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION3" 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:ROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR STAIRWAY76 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 162 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 665 SF 8' - 2" .LOWER FLOOR MECHANICAL / STORAGE CONCRETE 218 SF 8' - 2" MECHANICALS MY VARYLOWER FLOOR BATH VINYL 61 SF 8' - 2" .MAIN FLOOR STAIRWAY85 SF 9' - 1 1/8"MAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 949 SF 10' - 9 3/8"MAIN FLOOR KITCHEN LAMINATE 240 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM LAMINATE 237 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM LAMINATE 245 SF 10' - 1 1/8" .MAIN FLOOR FOYER LAMINATE 134 SF 9' - 1 1/8" .MAIN FLOOR PANTRY LAMINATE 30 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 91 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 27 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 185 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 155 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 239 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 162 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 160 SF 8' - 1 1/8" VAULTEDUPPER FLOOR CLOSET CARPET 35 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 29 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 50 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S CLOSET CARPET 71 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 157 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 98 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 52 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 57 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH WIDTH COUNT COMMENTS1 2/4 x 6/82' - 6" 6' - 11" 62 2/4 x 6/8 OPG.13 2/4 x 6/8 PKT 4' - 10" 6' - 11" 44 2/6 x 6/82' - 8" 6' - 11" 55 2/6 x 6/8 PKT 5' - 2" 6' - 11" 26 2/8 x 6/82' - 10" 6' - 11" 37 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 18 3/0 x 6/8 FULL VIEW19 3/0 x 6/8 OPG.110 3/0 x 6/8 W/ 2-12" D.S. S.L.'S & 12" TRANSOM111 4/0 x 6/84' - 2" 6' - 11" 112 4/0 x 6/8 TRACK DR.113 5/0 x 6/85' - 2" 6' - 11" 114 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 115 8' x 8' INSULATED O.H. GARAGE DOOR116 16' x 8' INSULATED O.H. GARAGE DOOR11/2" = 1'-0"A-5011TYP. COLUMN1/8" = 1'-0"A-5013ROOF PLAN1/2" = 1'-0"A-5015BEARING WALL SECTION1/2" = 1'-0"A-5016TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5017TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5018TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5019TYP. POURED WALKOUT SECTION COPYRIGHT HANSON GROUP, LLC 2021©February 10, 2021Project Number:Date:1.041S11Sheets: of2PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionWarner Residence20234 Glenbrook PathLakeville, MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:2-22-21Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.SCOPEDESIGN AND DETAIL OF THE EXTERIOR GARAGE CAST-IN-PLACE CONCRETE FOUNDATION WALLS WITH A LOWEXTERIOR GRADE CONDITION AND BRACED WALLS FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TOBE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OFTHE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY NORTHHOUSE RESIDENTIAL DESIGN LAST DATED 2-15-21 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE.THE DESIGN OF THE REMAINING HOME, INCLUDING ALL BEAM AND HEADER SIZES IS BY OTHERS.3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDINGWITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OFEACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARSFOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.5.BULKHEAD STEP ALL RETAINING WALL TYPE FOOTING ELEVATION CHANGES. DO NOT JUMP FOOTINGS ATTHESE LOCATIONS.6.TOP OF GARAGE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANSAND METHODS OF LATERAL SUPPORT ARE BY OTHERS.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6"SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Øx 3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WINDLOADS.8.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THESTRUCTURE AND IS EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDECODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS(OR 3,500 PSI WITH AN APPROVEDADMIXTURE THAT PROVIDES A WATERAND VAPOR RESISTANCE AT LEASTEQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:SANDY CLAY (GROUP II ASSUMED): geq = 45 PSF/FT (ACTIVE)GRANULAR BACKFILL:SAND (GROUP I) TO BE USED WHERE NOTED: geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERPSL:1.8E OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEOneTenTen Homes3000 County Road 42 WSuite 202Burnsville, MN 55337PARTIAL FOUNDATION PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLANGarrett Brunell526003'-0"2'-0"THICKEN GARAGE SLAB TO 5",REINFORCE w/ #3 BARS @ 24" O.C.EACH WAY & PROVIDE #4 x 5'-0"HOOKS SHOWN @ 24" O.C. INFOUNDATION WALLS AROUNDPERIMETER AND CAST INTO SLAB5S1FRAME WALL ABOVE12"Ø ANCHOR BOLT(7" MIN EMBED) @ 72" O.C.MAX. OR EQUIVALENT STRAPS#4 x 2'-0" DOWELS @ 72" O.C.(5" MIN. EMBED) CENTERED IN WALL16" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTING(PROVIDE ADEQUATEFROST PROTECTION)8" MIN. C.I.P.CONCRETE WALL WALL SECTION GARAGE FOUNDATION WALL2" LEDGE#4 HORIZ. BARS @ 24" O.C.MAX. ABOVE GRADESLOPE GRADE AWAYFROM FOUNDATIONNOT TOEXCEED 2'-6"SLAB-ON-GRADE3'-0"2'-0"#4 x 5'-0" HOOKS@ 24" O.C.3'-0"2'-0"2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 6S1 GARAGE FOUNDATION WALLWITH LOW GRADE#4 x 5'-0" HOOKS@ 24" O.C.#4 HORIZ. BARS @ 24" O.C.VERT. BAR OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.8" MIN. C.I.P.CONCRETE WALLGARAGESLAB-ON-GRADESEE 1/S1PROVIDE GRANULAR MATERIALFOR FILL BELOW SLABSLOPE GRADE AWAYFROM FOUNDATIONCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)NOT TO EXCEED 6'-0"4'-0" MIN.2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 7S1 GARAGE FOUNDATION WALLWITH LOW GRADE#4 HORIZ. BARS @ 24" O.C.VERT. BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.10" MIN. C.I.P.CONCRETE WALLGARAGESLAB-ON-GRADESEE 1/S1PROVIDE GRANULAR MATERIALFOR FILL BELOW SLABSLOPE GRADE AWAYFROM FOUNDATIONCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)NOT TO EXCEED 8'-6"4'-0" MIN.DESIGN SHOWN FOR 5/S1 - 7/S1 RELIES ON CURED CONCRETE SLABFOR TOP OF WALL LATERAL SUPPORT. MEANS AND METHODS OFBRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THECONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEELBRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETEWING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS.MAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGEMAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGE3'-0"2'-0"#4 x 5'-0" HOOKS@ 24" O.C.16" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL#4 x 2'-0" DOWELS @ 36" O.C.(5" MIN. EMBED) CENTERED IN WALL#4 x 2'-0" DOWELS @ 24" O.C.(5" MIN. EMBED) CENTERED IN WALLS15S17STANDARD FOUNDATIONWALLS PER CODE ORALTERNATIVE ENGINEEREDDRAWINGSS16PROVIDE GRANULAR MATERIALFOR FILL BELOW SLABS17Added Braced Walls2-22-211INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETEUPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY4S1REFERENCE PLANMAIN FLOOR PLAN SHOWN FORLOCATION REFERENCE ONLY3S1REFERENCE PLANPARTIAL LOWER FLOOR PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLAN(4-FT)BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(2.75-FT)(4-FT)(2.66-FT)(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINE(7.5-FT)BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(10-FT)(10-FT) (4-FT)(4-FT) (4-FT)(5-FT)CONSTRUCTPERFORATEDSHEAR WALL ASSHOWN IN 1/S2(4-FT)(6-FT)(6-FT)ONE SIDED(2.75-FT)(2.75-FT)(12-FT)CONSTRUCTGARAGE PORTALFRAME ASSHOWN IN 3/S2(4-FT)(4-FT)(4-FT)CONSTRUCTPERFORATEDSHEAR WALL ASSHOWN IN 2/S2(2.66-FT)BRACEDWALL LINE(4-FT)BRACEDWALL LINE(4-FT)(4-FT)BRACEDWALL LINE(4-FT)(4-FT)PROVIDE HOLDOWNAS SHOWN IN 2/S2PROVIDE HOLDOWNAS SHOWN IN 2/S2PROVIDE HOLDOWNAS SHOWN IN 1/S2PROVIDE HOLDOWNAS SHOWN IN1/S2 February 10, 2021Project Number:Date:1.041S22Sheets: of2DescriptionDateRevisionWarner Residence20234 Glenbrook PathLakeville, MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:2-22-21Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 202Burnsville, MN 55337Garrett Brunell52600Added Braced Walls2-22-211S2FRAMING DETAILPERFORATED SHEARWALLRAISED ABOVE FLOOR SYSTEM1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.CENTER BEARINGSTUDS BY SUPPLIERS2FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.3'-1 12"±16'-3"±10'-9 38" MAX FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1178" DEPTH REQ'D)LOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALL ABOVE HEADER AS REQ'DFOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED &TO PLATES / BLOCKING @ 3" O.C.)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.3'-112"±(2) 12" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2"x2"x316" PLATE WASHERSFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSLARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S2FRAMING DETAIL SECTION 5S2AT BRACED WALL PANELS ABOVECANTILEVERED FLOOR FRAMINGNOTESECTION ONLY APPLIES WHEN BRACED WALLPANELS OR SHEARWALLS ARE LOCATED ABOVEFLOOR CANTILEVER. SEE PLAN FOR APPLICABILITY.BRACED WALL PANELFASTEN BOTTOM PLATE TORIBBON BRACE / TRUSS w/(3) 16d NAILS EVERY 16" O.C.CANTILEVERED FLOORTRUSS BY SUPPLIERFRAMEWALL / BRACEDWALL PANEL BELOWBLOCKING BETWEEN TRUSSES AS FOLLOWS:·FLAT 2x4 TOP & BOTTOM·34" PLYWOOD SHEET NAILED TO 2x4's w/(8) 8d NAILS TOP & BOTTOM·CIRCULAR HOLE UP TO 8"Ø MAY BE CUTINTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TOBLOCKING w/ 8d NAILS @ 6" O.C.FASTEN BOTTOM 2x4 w/ (3) 16dNAILS EVERY 16" O.C.PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY OTHERSHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM2S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14 HOLDOWNANCHOR FASTENED TO DOUBLESTUDS (REFER TO 4/S2 FORPOST-INSTALLED HOLDOWNOPTION)PROVIDE DOUBLE STUDSFOR ATTACHMENT OFBOTH STRAP & HOLDOWN(MAY USE BEARING/KINGSTUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTEREDON FLOOR SYSTEM AT LOCATIONSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY OTHERSHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSCENTER BEARINGSTUDS BY SUPPLIERSIMPSON STHD14 HOLDOWNANCHOR FASTENED TO DOUBLESTUDS (REFER TO 4/S2 FORPOST-INSTALLED HOLDOWNOPTION)PROVIDE DOUBLE STUDSFOR ATTACHMENT OFBOTH STRAP & HOLDOWN(MAY USE BEARING/KINGSTUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTEREDON FLOOR SYSTEM AT LOCATIONSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)COPYRIGHT HANSON GROUP, LLC 2021©SIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S2 FOR ALTERNATIVE OPTION)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS) COPYRIGHT HANSON GROUP, LLC 2021©February 10, 2021Project Number:Date:1.041S11Sheets: of1PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionWarner Residence20234 Glenbrook PathLakeville, MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:2-10-21Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.SCOPEDESIGN AND DETAIL OF THE EXTERIOR GARAGE CAST-IN-PLACE CONCRETE FOUNDATION WALLS WITH A LOWEXTERIOR GRADE CONDITION FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCEWITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY NORTHHOUSE RESIDENTIAL DESIGN LAST DATED 1-26-21 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE.THE DESIGN OF THE REMAINING HOME, INCLUDING ALL BEAM AND HEADER SIZES IS BY OTHERS.3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDINGWITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OFEACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARSFOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.5.BULKHEAD STEP ALL RETAINING WALL TYPE FOOTING ELEVATION CHANGES. DO NOT JUMP FOOTINGS ATTHESE LOCATIONS.6.TOP OF GARAGE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANSAND METHODS OF LATERAL SUPPORT ARE BY OTHERS.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS(OR 3,500 PSI WITH AN APPROVEDADMIXTURE THAT PROVIDES A WATERAND VAPOR RESISTANCE AT LEASTEQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:SANDY CLAY (GROUP II ASSUMED): geq = 45 PSF/FT (ACTIVE)GRANULAR BACKFILL:SAND (GROUP I) TO BE USED WHERE NOTED: geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)LOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEOneTenTen Homes3000 County Road 42 WSuite 202Burnsville, MN 55337FOUNDATION PLAN SHOWN FORLOCATION REFERENCE ONLY1S1REFERENCE PLANGarrett Brunell526003'-0"2'-0"THICKEN GARAGE SLAB TO 5",REINFORCE w/ #3 BARS @ 24" O.C.EACH WAY & PROVIDE #4 x 5'-0"HOOKS SHOWN @ 24" O.C. INFOUNDATION WALLS AROUNDPERIMETER AND CAST INTO SLAB2S1FRAME WALL ABOVE12"Ø ANCHOR BOLT(7" MIN EMBED) @ 72" O.C.MAX. OR EQUIVALENT STRAPS#4 x 2'-0" DOWELS @ 72" O.C.(5" MIN. EMBED) CENTERED IN WALL16" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTING(PROVIDE ADEQUATEFROST PROTECTION)8" MIN. C.I.P.CONCRETE WALL WALL SECTION GARAGE FOUNDATION WALL2" LEDGE#4 HORIZ. BARS @ 24" O.C.MAX. ABOVE GRADESLOPE GRADE AWAYFROM FOUNDATIONNOT TOEXCEED 2'-6"SLAB-ON-GRADE3'-0"2'-0"#4 x 5'-0" HOOKS@ 24" O.C.3'-0"2'-0"2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 3S1 GARAGE FOUNDATION WALLWITH LOW GRADE#4 x 5'-0" HOOKS@ 24" O.C.#4 HORIZ. BARS @ 24" O.C.VERT. BAR OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.8" MIN. C.I.P.CONCRETE WALLGARAGESLAB-ON-GRADESEE 1/S1PROVIDE GRANULAR MATERIALFOR FILL BELOW SLABSLOPE GRADE AWAYFROM FOUNDATIONCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)NOT TO EXCEED 6'-0"4'-0" MIN.2"FRAME WALL ABOVE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 4S1 GARAGE FOUNDATION WALLWITH LOW GRADE#4 HORIZ. BARS @ 24" O.C.VERT. BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.10" MIN. C.I.P.CONCRETE WALLGARAGESLAB-ON-GRADESEE 1/S1PROVIDE GRANULAR MATERIALFOR FILL BELOW SLABSLOPE GRADE AWAYFROM FOUNDATIONCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)NOT TO EXCEED 8'-6"4'-0" MIN.DESIGN SHOWN FOR 2/S1 - 4/S1 RELIES ON CURED CONCRETE SLABFOR TOP OF WALL LATERAL SUPPORT. MEANS AND METHODS OFBRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THECONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEELBRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETEWING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS.MAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGEMAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGE3'-0"2'-0"#4 x 5'-0" HOOKS@ 24" O.C.16" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL#4 x 2'-0" DOWELS @ 36" O.C.(5" MIN. EMBED) CENTERED IN WALL#4 x 2'-0" DOWELS @ 24" O.C.(5" MIN. EMBED) CENTERED IN WALLS12S14STANDARD FOUNDATIONWALLS PER CODE ORALTERNATIVE ENGINEEREDDRAWINGSS13PROVIDE GRANULAR MATERIALFOR FILL BELOW SLABS14 Upper Level Member Name Results Current Solution Comments Bedroom # 2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Suite Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #4 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom 3 & 4 Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom# 3 WIC Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #3 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Main Level Member Name Results Current Solution Comments Flush Dining (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Great Room Back Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Side Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Room Back Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mudroom Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Porch FLR Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Garage 8' OHD Passed 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Front Porch Drop Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Door Hdr Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Office Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Beam over Foyer (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Beam Stairway down Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Great Room Side Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Flush Beam Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Stair Landing Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Hall Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Flush Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Family Room Flush Beam Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Bedroom# 5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Door Hdr Mech/Storage Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Window Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Family Window Side Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 20234 Glenbrook Path, Lakeville MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 1 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 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"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 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"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 5' 6"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 plan dated 1/4/21. 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, Bedroom # 2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 2 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--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"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 8' 6"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 plan dated 1/4/21. 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, Owner's Suite Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 3 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--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"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 8' 6"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 plan dated 1/4/21. 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, Bedroom #4 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 4 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"188 118 306 None 2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 3" o/c Bottom Edge (Lu)2' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 2' 3"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 plan dated 1/4/21. 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, Bedroom 3 & 4 Bath Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 5 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"188 118 306 None 2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 3" o/c Bottom Edge (Lu)2' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 2' 3"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 plan dated 1/4/21. 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, Bedroom# 3 WIC 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 6 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 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"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 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"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 5' 6"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 plan dated 1/4/21. 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, Bedroom #3 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 7 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4251 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2923 @ 1' 1/2"7902 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6564 @ 3' 4"11985 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.098 @ 3' 4"0.214 Passed (L/788)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.155 @ 3' 4"0.321 Passed (L/497)--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"1.68"1568 2683 4251 None 2 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 8" o/c Bottom Edge (Lu)6' 8" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 8"N/A 10.4 -- 1 - Uniform (PSF)0 to 6' 8"23'20.0 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 plan dated 1/4/21. 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 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 8 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4188 @ 4"13956 (5.50")Passed (30%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3379 @ 1' 5 3/8"9081 Passed (37%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)14339 @ 7' 6"20525 Passed (70%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.231 @ 7' 6"0.358 Passed (L/745)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.583 @ 7' 6"0.717 Passed (L/295)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.65"2528 900 1313 4741 None 2 - Trimmer - SPF 5.50"5.50"1.65"2528 900 1313 4741 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 1" o/c Bottom Edge (Lu)15' 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 15'N/A 12.1 ---- 1 - Uniform (PSF)0 to 15' (Front)3'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 15' (Front)N/A 80.0 --Wall - Upper 3 - Uniform (PSF)0 to 15' (Front)2'20.0 -35.0 Snow - Lower 4 - Uniform (PLF)0 to 15' (Front)N/A 100.0 --Wall - Gable 5 - Uniform (PSF)0 to 15' (Front)3'20.0 -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 plan dated 1/4/21. 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 Dining (H) 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 9 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5089 @ 7' 8 1/4"5738 (4.50")Passed (89%)--1.0 D + 1.0 L (Adj Spans) Shear (lbs)1718 @ 6' 8 3/4"2498 Passed (69%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-1721 @ 7' 8 1/4"3431 Passed (50%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.006 @ 9' 7 7/8"0.127 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.008 @ 9' 8 3/4"0.191 Passed (L/999+)--1.0 D + 1.0 L (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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"713 557/-93 277 1547/- 93 None 2 - Trimmer - SPF 4.50"4.50"2.41"1423 1653 321 3397 None 3 - Trimmer - SPF 4.50"4.50"3.99"2334 2756 560 5650 None 4 - Trimmer - SPF 1.50"1.50"1.50"572 748/-127 157 1477/- 127 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 Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 7'8'15.0 40.0 -floor 2 - Uniform (PSF)7' to 11' 6"11'15.0 40.0 -floor 3 - Uniform (PLF)0 to 11' 6"N/A 80.0 --wall 4 - Uniform (PSF)5' to 11' 6"3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)5' to 11' 6"1'100.0 --Wall - Gable 6 - Point (lb)0 N/A 459 -289 Linked from: Bedroom# 2 Window, Support 1 7 - Point (lb)5'N/A 459 -289 Linked from: Bedroom# 2 Window, Support 2 8 - Point (lb)7'N/A 500 990 - Linked from: Main Level FLR Girder, Support 2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Back Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 10 / 35 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 plan dated 1/4/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 11 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1314 @ 1 1/2"3825 (3.00")Passed (34%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1065 @ 2' 11 3/4"2872 Passed (37%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)1421 @ 1' 10 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.004 @ 1' 10 13/16"0.127 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.010 @ 1' 10 11/16"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 3.00"3.00"1.50"775 540 1315 None 2 - Trimmer - SPF 4.50"4.50"1.50"1011 789 1800 None 3 - Trimmer - SPF 4.50"4.50"1.50"1011 789 1800 None 4 - Trimmer - SPF 3.00"3.00"1.50"775 540 1315 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)11' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 11' 9"3'15.0 35.0 floor 2 - Uniform (PLF)0 to 11' 9"N/A 80.0 -wall 3 - Uniform (PSF)0 to 1' 10 1/2"3'20.0 35.0 Snow - Main 4 - Uniform (PSF)9' 10 1/2" to 11' 9"3'20.0 35.0 Snow - Main 5 - Uniform (PSF)0 to 1' 10 1/2"1'100.0 -Wall - Gable 6 - Uniform (PSF)9' 10 1/2" to 11' 9"1'100.0 -Wall - Gable 7 - Point (lb)1' 10 1/2"N/A 710 446 Linked from: Owner's Suite Window, Support 1 8 - Point (lb)9' 10 1/2"N/A 710 446 Linked from: Owner's Suite Window, Support 2 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 Back Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 13 / 35 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 plan dated 1/4/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 14 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2303 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)893 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1642 @ 1' 8"3431 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 None 2 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 4" o/c Bottom Edge (Lu)3' 4" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 4"25'15.0 40.0 floor 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 plan dated 1/4/21. 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, Mudroom Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 15 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2338 @ 7' 11"8181 (5.50")Passed (29%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1642 @ 7'7902 Passed (21%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4018 @ 3' 10"11985 Passed (34%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.050 @ 4' 1 7/16"0.190 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.126 @ 4' 1 7/16"0.379 Passed (L/720)--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 - Stud wall - SPF 5.50"5.50"1.57"1409 495 734 2638 Blocking 2 - Stud wall - SPF 5.50"5.50"1.57"1414 495 736 2645 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 3" o/c Bottom Edge (Lu)8' 3" 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' 3"N/A 10.4 ---- 1 - Uniform (PSF)0 to 8' 3" (Front)3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 8' 3" (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 8' 3" (Front)2'20.0 -35.0 Snow - Porch 4 - Uniform (PLF)0 to 3' 6" (Front)N/A 100.0 --Wall - Gable 5 - Uniform (PSF)0 to 3' 6" (Front)3'20.0 -35.0 Snow - Main 6 - Uniform (PLF)5' 6" to 8' 3" (Front)N/A 100.0 --Wall - Gable 7 - Uniform (PSF)5' 6" to 8' 3" (Front)3'20.0 -35.0 Snow - Main 8 - Point (lb)3' 6" (Front)N/A 188 -118 Linked from: Bedroom 3 & 4 Bath Window, Support 1 9 - Point (lb)5' 6" (Front)N/A 188 -118 Linked from: Bedroom 3 & 4 Bath Window, Support 2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Porch FLR Beam 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 16 / 35 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 plan dated 1/4/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 17 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5668 @ 1 1/2"11419 (3.00")Passed (50%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3185 @ 1' 11"22943 Passed (14%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)11701 @ 4' 4 1/2"81355 Passed (14%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.021 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.035 @ 4' 4 1/2"0.425 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"2146 3522 5668 None 2 - Trimmer - SPF 3.00"3.00"1.50"2146 3522 5668 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 9" o/c Bottom Edge (Lu)8' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 30.6 -- 1 - Uniform (PSF)0 to 8' 9"23'20.0 35.0 Snow - Garage 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 plan dated 1/4/21. 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 8' OHD 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 18 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1951 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1662 @ 1' 2 7/8"9878 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7929 @ 8' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.325 @ 8' 4 1/2"0.550 Passed (L/608)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.542 @ 8' 4 1/2"0.825 Passed (L/366)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None 2 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 7" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"4'20.0 35.0 roof 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 plan dated 1/4/21. 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 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 19 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3116 @ 10' 4"7013 (5.50")Passed (44%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1298 @ 9' 4"2872 Passed (45%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2763 @ 10' 4"3946 Passed (70%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.056 @ 5' 4 1/16"0.306 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.081 @ 5' 3 1/4"0.458 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • 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 Snow Total Accessories 1 - Column - SPF 5.50"5.50"1.50"510 876 1386 Blocking 2 - Column - SPF 5.50"5.50"2.44"1179 1937 3116 Blocking 3 - Column - SPF 3.00"3.00"1.50"354 634 988 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)19' 1" o/c Bottom Edge (Lu)12' 4" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 19' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 19' 1" (Front)5'20.0 35.0 roof 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 plan dated 1/4/21. 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, Front Porch Drop Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 20 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1516 @ 1 1/2"3825 (3.00")Passed (40%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1000 @ 1' 1/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2089 @ 3'3431 Passed (61%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.032 @ 3'0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.045 @ 3'0.287 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"429 1088 1517 None 2 - Trimmer - SPF 3.00"3.00"1.50"429 1088 1517 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' o/c Bottom Edge (Lu)6' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6'N/A 7.0 -- 1 - Uniform (PSF)0 to 6'9' 3/4"15.0 40.0 floor 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 plan dated 1/4/21. 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, Front Door Hdr 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 21 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2466 @ 1 1/2"3825 (3.00")Passed (64%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1361 @ 1' 1/4"2498 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2647 @ 3' 3"3431 Passed (77%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.037 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.076 @ 3' 3"0.313 Passed (L/993)--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. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.93"1349 780 709 2838 None 2 - Trimmer - SPF 3.00"3.00"1.93"1349 780 709 2838 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 7.0 ---- 1 - Uniform (PSF)0 to 6' 6"6'15.0 40.0 -floor 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --wall 3 - Uniform (PLF)0 to 9"N/A 100.0 --gable 4 - Uniform (PSF)0 to 9"3'20.0 -35.0 roof 5 - Uniform (PSF)5' 9" to 6' 6"3'20.0 -35.0 roof 6 - Uniform (PLF)5' 9" to 6' 6"N/A 100.0 --gable 7 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch 8 - Point (lb)9"N/A 459 -289 Linked from: Wdw Hdr Bed #3, Support 1 9 - Point (lb)5' 9"N/A 459 -289 Linked from: Wdw Hdr Bed #3, 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 plan dated 1/4/21. 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, Office Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 22 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4120 @ 5 1/2"4725 (1.50")Passed (87%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3182 @ 1' 5 3/8"8590 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8954 @ 4' 9 11/16"15953 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.137 @ 4' 9 5/16"0.216 Passed (L/756)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.191 @ 4' 9 5/16"0.431 Passed (L/542)--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. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 11 7/8" LSL beam 5.50"Hanger¹1.50"1281 3268 4549 See note ¹ 2 - Beam - SPF 5.50"5.50"3.18"1334 3396 4730 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' o/c Bottom Edge (Lu)9' o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS48 3.00"N/A 22-16d 8-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)5 1/2" to 9' 5"N/A 13.0 -- 1 - Uniform (PSF)7' 3" to 9' 5" (Front)20'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)0 to 7' 3" (Front)17'15.0 40.0 Floor - Upper Level 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 plan dated 1/4/21. 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 over Foyer (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 23 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2897 @ 4"8181 (5.50")Passed (35%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2578 @ 1' 5 3/8"8590 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5007 @ 2' 3"15953 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.024 @ 2' 3"0.101 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.034 @ 2' 3"0.201 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. • 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 - Stud wall - SPF 5.50"5.50"1.95"859 2038 82 2979 Blocking 2 - Stud wall - SPF 5.50"5.50"1.81"799 1886 82 2767 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 8" o/c Bottom Edge (Lu)4' 8" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 8 1/4"N/A 13.0 ---- 1 - Uniform (PSF)0 to 4' 8 1/4" (Front)3' 6"15.0 40.0 -stairs 2 - Uniform (PSF)0 to 4' 8 1/4" (Front)1'15.0 -35.0 floor 3 - Point (lb)2' 3" (Front)N/A 1281 3268 - Linked from: 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 plan dated 1/4/21. 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 Stairway down 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 24 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2227 @ 0 2869 (1.50")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)999 @ 10 3/4"4308 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1810 @ 1' 7 1/2"5919 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.005 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.008 @ 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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2292 None 2 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2292 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 Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 10.6 ---- 1 - Uniform (PSF)0 to 3' 3"1'15.0 40.0 -floor 2 - Uniform (PLF)0 to 3' 3"N/A 80.0 --wall 3 - Uniform (PSF)0 to 3' 3"23'20.0 -35.0 roof 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 plan dated 1/4/21. 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, Great Room Side Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 25 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5936 @ 4"20934 (5.50")Passed (28%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--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. • 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 Total Accessories 1 - Column - SPF 5.50"5.50"1.56"1736 4200 5936 Blocking 2 - Column - SPF 5.50"5.50"1.56"1736 4200 5936 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 -- 1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 floor 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 plan dated 1/4/21. 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 Flush Beam 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 26 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)40 @ 0 1913 (1.50")Passed (2%)--1.0 D (All Spans) Shear (lbs)23 @ 10 3/4"2248 Passed (1%)0.90 1.0 D (All Spans) Moment (Ft-lbs)43 @ 2' 1 1/2"3088 Passed (1%)0.90 1.0 D (All Spans) Live Load Defl. (in)0.000 @ 0 0.142 Passed (2L/999+)--1.0 D (All Spans) Total Load Defl. (in)0.001 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D (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 Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"40 40 None 2 - Trimmer - SPF 1.50"1.50"1.50"40 40 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 3" o/c Bottom Edge (Lu)4' 3" o/c Dead Vertical Loads Location (Side)Tributary Width (0.90)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 1 - Uniform (PLF)0 to 4' 3"N/A 12.0 Wall - Upper Level 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 plan dated 1/4/21. 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, Stair Landing Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 27 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1456 @ 0 1913 (1.50")Passed (76%)--1.0 D + 1.0 L (All Spans) Shear (lbs)692 @ 10 3/4"2498 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1243 @ 1' 8 1/2"3431 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"704 752 179 1635 None 2 - Trimmer - SPF 1.50"1.50"1.50"704 752 179 1635 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" 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 3' 5"N/A 7.0 ---- 1 - Uniform (PSF)0 to 3' 5"11'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 5"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 5"1'100.0 --Wall - Gable 4 - Uniform (PSF)0 to 3' 5"3'20.0 -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 plan dated 1/4/21. 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 Hall Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 28 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1248 @ 2"4463 (3.50")Passed (28%)--1.0 D + 1.0 L (All Spans) Shear (lbs)773 @ 1' 3/4"2498 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1540 @ 2' 9 1/2"3431 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.020 @ 2' 9 1/2"0.131 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.028 @ 2' 9 1/2"0.262 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. •Applicable calculations are based on NDS. • 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 Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"355 893 1248 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"355 893 1248 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 7" o/c Bottom Edge (Lu)5' 7" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 7"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 7" (Front)8'15.0 40.0 Floor - Upper Level 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 plan dated 1/4/21. 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, Stairs Flush Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 29 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11872 @ 4"12272 (5.50")Passed (97%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--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. • 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 Total Accessories 1 - Stud wall - SPF 5.50"5.50"5.32"3472 8400 11872 Blocking 2 - Stud wall - SPF 5.50"5.50"5.32"3472 8400 11872 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 -- 1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 floor 2 - Point (lb)0 (Front)N/A 1736 4200 Linked from: Flush Beam Dining, Support 1 3 - Point (lb)15' (Front)N/A 1736 4200 Linked from: Flush Beam Dining, 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 plan dated 1/4/21. 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 Flush Beam 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 30 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4574 @ 5' 4 1/2"7613 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3309 @ 1' 1/2"6872 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6070 @ 2' 7 3/16"10422 Passed (58%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.059 @ 2' 8 3/4"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.104 @ 2' 8 3/4"0.262 Passed (L/604)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.60"1738 2320 255 4313 None 2 - Trimmer - SPF 3.00"3.00"1.80"1979 2595 318 4892 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"11' 3"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)1' 9" to 5' 6"11' 3"15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)1' 9" to 5' 6"N/A 80.0 --Wall - Upper Level 5 - Uniform (PSF)1' 9" to 5' 6"3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)1' 9" to 5' 6"1'100.0 --Wall - Gable 7 - Point (lb)1' 9"N/A 704 752 179 Linked from: Dining Room Hall Door, 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 plan dated 1/4/21. 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 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 31 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1813 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans) Shear (lbs)759 @ 10 3/4"2498 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1397 @ 1' 6 1/2"3431 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 None 2 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"21' 3"15.0 40.0 floor 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 plan dated 1/4/21. 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, Door Hdr Mech/Storage 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 32 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3278 @ 1 1/2"5738 (3.00")Passed (57%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2752 @ 1' 1/4"4308 Passed (64%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4143 @ 3' 3"5147 Passed (80%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.038 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.078 @ 3' 3"0.313 Passed (L/966)--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. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.71"1712 1300 789 3801 None 2 - Trimmer - SPF 3.00"3.00"1.71"1712 1300 789 3801 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 10.6 ---- 1 - Uniform (PSF)0 to 6' 6"3'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)1' 3"N/A 1011 -789 Linked from: Dining Room Back Window, Support 2 5 - Point (lb)5' 3"N/A 1011 -789 Linked from: Dining Room Back Window, Support 3 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 plan dated 1/4/21. 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 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 33 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8148 @ 8' 6"11419 (4.50")Passed (71%)--1.0 D + 1.0 L (All Spans) Shear (lbs)7257 @ 7' 4 5/8"8590 Passed (84%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)16313 @ 6' 3"15953 Passed (102%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.181 @ 4' 6"0.275 Passed (L/548)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.317 @ 4' 5 15/16"0.412 Passed (L/312)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 4.50"4.50"2.58"2836 3698 396 6930 None 2 - Trimmer - SPF 4.50"4.50"3.21"3447 4701 485 8633 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6" o/c Bottom Edge (Lu)8' 9" 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' 9"N/A 13.0 ---- 1 - Uniform (PSF)6' 3" to 8' 9"10'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 6' 3"8'15.0 40.0 -Floor - Main Level 3 - Uniform (PSF)0 to 8' 9"1'90.0 --Wall - Main Level 4 - Point (lb)6' 3"N/A 500 990 - Linked from: Stairs FLR Girder, Support 2 5 - Point (lb)2' 3"N/A 1423 1653 321 Linked from: Great Room Back Window, Support 2 6 - Point (lb)6' 3"N/A 2334 2756 560 Linked from: Great Room Back Window, Support 3 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 plan dated 1/4/21. 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 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 34 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3625 @ 1 1/2"3825 (3.00")Passed (95%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)450 @ 1' 1/4"2498 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)986 @ 3' 3"3431 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.025 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.84"2080 649 1411 4140 None 2 - Trimmer - SPF 4.50"4.50"3.81"2927 961 1609 5497 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 8" o/c Bottom Edge (Lu)6' 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 6' 7 1/2"N/A 7.0 ---- 1 - Uniform (PSF)0 to 6' 7 1/2"1'15.0 40.0 -Floor - Main 2 - Uniform (PSF)0 to 6' 7 1/2"1'10.0 40.0 -Floor - Deck 3 - Uniform (PLF)0 to 6' 7 1/2"N/A 90.0 --Wall - Main 4 - Point (lb)0 N/A 1683 389 1411 Linked from: Dining Room Side Window, Support 1 5 - Point (lb)6' 6"N/A 2515 691 1609 Linked from: Dining Room Side 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 plan dated 1/4/21. 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 Window Side 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/2/2021 8:49:50 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 20234 Glenbrook Path, Lakeville MN Topaz - The Maverick 20234 Glenbrook Path, Lakeville MN 2/2/21; #24617 Page 35 / 35 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 X03/05/21