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Home My WebLink AboutLA220809 - 18362 Geyser Way - 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:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov 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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND 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 SHAKES TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAP SIDING @ FRONT TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILDETAIL SHEET A-501ADDRESS STONE4" SMARTSIDE TRIM @ WINDOWS & DOORSTYP. @ FRONTGARAGE PLATE HEIGHT10' - 9 3/8"6" SMARTSIDE STORYBOARD8" 12"VINYL BOARD& BATTEN TYP.7" / 12"5' - 0"7" / 12"3' - 6"3' - 6"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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/6/2023 10:49:30 AMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-201OTT41811.15.23 CB1752127792012.6.23 CB11.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULESA-502 DETAILSA-503 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode12/28/2023jnuetzman 24" RETURNS TYP.8" / 12"8" / 12"7" 12"24" RETURNS TYP.7" 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR7" / 12"8" 12"8" 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12 & 8:128 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 2 ROOF VENTSREQUIRED@ GARAGE 8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"7" / 12"7" / 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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/6/2023 10:49:33 AMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-202OTT41811.15.23 CB1752127792012.6.23 CB11.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022RIGHT ELEVATION1/8" = 1'-0"A-2023REAR ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. 11' - 10"2' - 0"0' - 2"18' - 10"31' - 2"2' - 1 1/2"8' - 3" M.O.2' - 5"16' - 3" M.O.2' - 1 1/2"10' - 0"15' - 0"17' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.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"21' - 6"6' - 0"50' - 0"42' - 2"7' - 10"2' - 0"5' - 10"36' - 2"6' - 0"19' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"4' - 7"7' - 2"0' - 9 1/2"6' - 7"22' - 10 1/2"22' - 4"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 POINT TYPICAL 22' - 6"27' - 6"50' - 0"3' - 9"6' - 1":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE9' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8' - 0"42' - 0"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 WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY50' - 0"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING22' - 4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.50' - 0"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY13' - 10"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY4' - 9 1/4"12' - 2 3/4"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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/6/2023 10:49:34 AMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-401OTT41811.15.23 CB1752127792012.6.23 CB11.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL/STORAGE11' - 10"2' - 0"0' - 2"18' - 10"31' - 2"42' - 2"7' - 10"2' - 1 1/2"8' - 3" M.O.2' - 5"16' - 3" M.O.2' - 1 1/2"2' - 0"5' - 10"36' - 2"6' - 0"12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED10' - 0"15' - 0"17' - 0"22' - 6"27' - 6"6' - 0"21' - 6"62/8 x 6/8R.O. 2' -10" x 6' -11"SET SILL 6" ABOVE TRT'D PLATE20' - 0"16' - 2"4' - 2"2' - 5"3' - 9"12' - 0"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/ SHEATHING,NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABBEDROOM #518' - 10 3/4"10' - 1 1/4"1' - 9"11' - 3"4' VANITYSTAINED2x6CO DET.SMOKEDET.CO DET.FAMILY ROOM6' - 8"4' - 2"KNEE WALL W/ PAINTED SPINDLESFLOOR GIRDER2-2x102-2x1022' - 4"11' - 8"8' - 0"19' - 8"50' - 0"50' - 0"3-2x109' - 10"AIR EX.2x10 FLUSH22' - 4"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING42' - 0"8' - 0"50' - 0"4-2x64-2x684036 NVPWG TEMP.R.O. 4' -0" x 3' -6"H.H. 2' -5 1/4"9' - 0"8' - 0"7' - 6"7' - 6"4' - 3"5' - 9"158040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"CS-WSP3' - 3" B.W.PCS-WSP2' - 8" B.W.PCS-WSP2' - 8" B.W.PCS-WSP5' - 0" B.W.PCS-WSP4' - 0" B.W.P2-11 7/8" LSL W/3 TRIMMERS ES. SIDE 2-11 7/8" LSL W/3 TRIMMERS ES. SIDE 2-9 1/2" LSL48" F.G. SHWR42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET #5SMOKEDET.R & SH. @ 65"BAR SINK2' LINENU.C. REFSTAINED CABINET SIDES & REAR W/ FLOATING SHELVES BAR AREACARPET LVT50' - 0"13' - 10"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES39' - 0" (BRACED WALL LINE SPACING)2' - 0"W.S.136/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"BATHANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL 12/4 x 6/8R.O. 2' -6" x 6' -11"1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/6/2023 10:49:35 AMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-402OTT41811.15.23 CB1752127792012.6.23 CB11.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FAN 42' - 0"8' - 0"42' - 0"8' - 0"36" REFKITCHENDINING ROOMGREAT ROOMBOX VAULTFOYERWHITE FARMSINKDWPORCH6' - 0"36' - 0"6' - 0"2' - 0"114/0 x 6/8 FULL VIEWR.O. 4' -2" x 6' -11"18' - 10"31' - 2"11' - 6"7' - 4"2' - 3"16' - 0"2' - 8"8' - 0"2' - 3"1' - 0"9' - 6"1' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. B.D. ON GARAGE WALLS R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1516' x 8' O.H. GARAGE DOORTYP.0' - 4 1/2"POWDER16" SH.103/0 x 6/8 STEEL W/ 2-12" D.S.S.L.'S4' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"3' - 7"4' - 3"50' - 0"50' - 0"6' - 0"21' - 6"17' - 0"15' - 0"10' - 0"22' - 0"3' VANITYSTAINED32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"BENCHGARAGE2' - 0"20' - 8"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"4' - 0"4' - 6"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"KNEE WALL W/ PAINTED SPINDLESRECYCLE@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 8 5/8"10' - 6 1/4"2' - 9 1/8"2' - 7"3' - 5"DOUBLE FRAMEDWALL FORREF RECESS 39"x73"U.C. LIGHT9' - 0"8' - 0"7' - 6"7' - 6"2' - 3"7' - 9"3' - 6"10' - 0"5' - 3"3' - 3"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 0"5' - 10"0' - 10"30' - 4"6' - 9"5' - 0"3' - 6"6' - 9"GIRDER TRUSSGIRDER TRUSSFLOOR GIRDERSEE COLUMN DETAILSHEET A-5012-2x10 CONT.2-2x103-14" LVL FLUSH2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x102-9 1/2" LSL DROPPED 2-7 1/4" LSL CONTINUOUS DROPPED2-2x10 W/2 TRIMMERS3-2x6STAGGEREDUPPERS7' - 10"3-20" LVL 2' - 7"3' - 5"END PANELDBLOVEN9' - 6"4' - 1 3/4"3' - 6"5' - 6"83/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"EQEQ2' - 1"MECHANICALCHASE 2-2x102-2x12 CONT.3-2x103-2x102-2x10ATTICACCESSCS-WSP6' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP2' - 9" B.W.P.5x5 PSL4-2x6CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.WALL ABOVE BEARING ONFLOOR TRUSSES3-2x62-2x102-2x10 W/ 2 TRIMMERS 2-9 1/2" LSL W/2 TRIMMERS 3-2x101' - 0"5x5 PSL2' - 10"3' - 8"2' - 6"36" GAS COOKTOP W/WOOD HOODABOVE12" SH.2-2x10 FLUSHCS-WSP2' - 8" B.W.P.22' - 6"27' - 6"FLOOR GIRDER10' - 0"CS-WSP4' - 0" B.W.P.R & SH. @ 65"12/4 x 6/8R.O. 2' -6" x 6' -11"U.C. LIGHTU.C. LIGHT72/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"20" FLOOR TRUSSESPER MFG. SPACING5' - 10"5' - 0"20" FLOOR TRUSSESPER MFG. SPACING13' - 0"16' - 2"4' - 6"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESHHUS485x5 PSL66104050E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"663650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"6104050E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"146050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"94040 NVPWG TEMP.R.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"12016 NVPWGR.O. 2' -0" x 1' -6"H.H. 8' -0"12016 NVPWGR.O. 2' -0" x 1' -6"H.H. 8' -0"PANTRY63650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"93/0 x 6/8 OPG.30" PANTRYMUD RM.12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"12' - 0"2' - 0"STAINEDBUILT-INSTAINEDBUILT-IN-60" ELECTRIC LINEAR FIREPLACE -SET 18" OFF FLOOR -STONE TO CEILING TYP. 2' - 0"148' x 8' O.H. GARAGE DOOR2-14" LVL FLUSH2-14" LVL FLUSH 50' - 0"50' - 0"1' - 0"5' - 0"HHUS410TAPERED END CUT ALLOWED 2-2x10 W/2 TRIMMERS46' - 0" (BRACED WALL LINE SPACING)43' - 0" (BRACED WALL LINE SPACING)43' - 0" (BRACED WALL LINE SPACING)46' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 3" B.W.P.CS-PF1' - 10 1/2" B.W.P.CS-PF1' - 10 1/2" B.W.P.OFFICEBOX VAULT53016 NVFA1R.O. 3' -0" x 1' -6"H.H. 6' -10"1' - 2"6' - 0"CS-WSP2' - 8" B.W.P.STAINED KITCHEN CABINETSPERIMETER AND ISLAND MICROGAS LINE FOR FUTURE GRILL PFH2' - 3"PFH2' - 8"PFH2' - 3"2' - 0"22' - 8"CO DET.SMOKEDET.1/4" = 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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/6/2023 10:49:36 AMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-403OTT41811.15.23 CB1752127792012.6.23 CB11.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODELBWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FAN BEDROOM #4BATHBEDROOM #3PRIMARY SUITEBOX VAULTHALLPRIMARY BATH7'-6" VANITYSTAINEDCLOSETR & SH. @ 65"BEDROOM #215' - 6"9' - 0"17' - 6"17' - 0"15' - 0"10' - 0"42' - 0" (BRACED WALL LINE SPACING)42' - 0" (BRACED WALL LINE SPACING)32/4 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"62/8 x 6/8R.O. 2' -10" x 6' -11"LAUNDRYCLOSETCLOSET #1TILESHOWER42" WALL W/GLASS PANEL ABOVE7' - 9"7' - 9"4' - 6"4' - 6"8' - 9"8' - 9"20' - 0"20' - 0"RAIN SHOWER HEAD 5' - 6 1/8"7' - 0 7/8"4' - 5"7' - 6"7' - 6"40' - 0"6' - 0"11' - 0 1/4"28' - 11 3/4"16' - 0"4' - 0"4' - 0"16' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 8"5' - 2"1' - 6 1/4"4' - 0"4' - 1 3/4"6' - 1 3/4"10' - 4 1/4"9' - 7"5' - 6 3/4"9' - 8 1/2"3' - 7 3/4"8' - 1"5' - 5"13' - 7"2' - 6"3' - 8"3' - 0"3' - 3"5' - 4"2' - 8"12' - 0"7' - 10"2' - 4 1/4"6' - 0"9' - 1 3/4"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS2-2x102-9 1/2" LSLW/ 2 TRIMMERS2-2x6 EA. SIDEKNEE WALL W/ PAINTED SPINDLESR & SH. @ 48"22/4 x 6/8 OPG.52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"3' VANITY48" F.G. SHWR42/6 x 6/8R.O. 2' -8" x 6' -11"2x6BATHTYP.2' - 0"2-2x102-2x102-2x102-2x1062/8 x 6/8R.O. 2' -10" x 6' -11"R & SH. @ 65"SMOKEDET.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.3-2x102' - 0"3' - 3"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.6' - 0"40' - 0"46' - 0"46' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"74020 NVPWG TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"32036 NVC1R.O. 2' -0" x 3' -6"H.H. 6' -10"136020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' - 5"2' - 1"2' - 7"2' - 0"6' - 0"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"2' - 8"CURBHEADS2x6DOUBLE FRAME PLUMBING WALLACCENT WALLCLOSET#212/4 x 6/8R.O. 2' -6" x 6' -11"2' LINEN22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"6' FREESTANDING TUB168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"126/0 x 6/8R.O. 6' -2" x 6' -11"5' - 8"7' - 8"2' - 8"1'-6" LINEN2-2x103' - 3"4' - 1 3/4"41' - 0" (BRACED WALL LINE SPACING)41' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.5' TUB/SHWRSHOWER BENCH SEAT19" TALL x 20" DEEP(2) SHAMPOO SHELVES GAS LINE FOR DRYER PANIC PANFOR WASHER SINKWASHERDRYERR & SH. @ 65"3 CONTROLS STACKED 1. TOP CONTROL2. MIDDLE RAIN SHOWER3. BOTTOM 123EQEQ2x6THE 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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/6/2023 10:49:37 AMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-404OTT41811.15.23 CB1752127792012.6.23 CB11.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-4041UPPER FLOOR PLANTemperFANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 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 INSULATIONALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS1' - 6"2x4 TYP.2x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING1' - 6"1' - 6"1' - 6"1' - 3"1' - 3"1' - 8"1' - 8"3' - 6"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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/6/2023 10:49:38 AMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-501OTT41811.15.23 CB1752127792012.6.23 CB11.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODELWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2016 NVPWG 2' - 0" 1' - 6" 8' - 0"2 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 1 2036 NVC1 2' - 0" 3' - 6" 6' - 10"4 VECTOR ENVISION SERIES 1 2036 NVPWG 2' - 0" 3' - 6" 9' - 8 19/32"5 VECTOR ENVISION SERIES 1 3016 NVFA1 3' - 0" 1' - 6" 6' - 10"6 VECTOR ENVISION SERIES 6 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"7 VECTOR ENVISION SERIES 1 4020 NVPWG TEMP. 4' - 0" 2' - 0" 6' - 10"8 VECTOR ENVISION SERIES 1 4036 NVPWG TEMP. 4' - 0" 3' - 6" 2' - 5 1/4"9 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 11 1/8"10 VECTOR ENVISION SERIES 2 4050E NVG1 4' - 0" 5' - 0" 6' - 10"12 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 6050E NVG1 6' - 0" 5' - 0" 6' - 10"15 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"16 VECTOR ENVISION SERIES 3 8050E NVGE 8' - 0" 5' - 0" 6' - 10"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILINGROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOORING AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL /STORAGE . 218 SF 8' - 2" MECHANICALS MY VARYLOWER FLOOR BEDROOM #5 CARPET 175 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 500 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR CLOSET #5 CARPET 57 SF 8' - 2"LOWER FLOOR BAR AREA LVT 38 SF 8' - 2"LOWER FLOOR BATH VINYL 50 SF 8' - 2" .MAIN FLOOR GARAGE 641 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" BOX VAULTMAIN FLOOR STAIRS CARPET 83 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 76 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 267 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 183 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 243 SF 9' - 1 1/8" BOX VAULTMAIN FLOOR FOYER WOOD 131 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 30 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 196 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 212 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 242 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR HALL CARPET 140 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 21 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #1 CARPET 67 SF 8' - 1 1/8" .UPPER FLOOR CLOSET#2 CARPET 37 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY LVT 59 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY BATH TILE 165 SF 8' - 1 1/8"UPPER FLOOR BATH VINYL 110 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 50 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 92 2/4 x 6/8 OPG. 13 2/4 x 6/8 PKT 4' - 10" 6' - 11" 44 2/6 x 6/8 2' - 8" 6' - 11" 55 2/6 x 6/8 PKT 5' - 2" 6' - 11" 26 2/8 x 6/8 2' - 10" 6' - 11" 37 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 18 3/0 x 6/8 FULL VIEW 3' - 1" 6' - 8" 19 3/0 x 6/8 OPG. 110 3/0 x 6/8 STEEL W/ 2-12" D.S. S.L.'S 111 4/0 x 6/8 FULL VIEW 4' - 2" 6' - 11" 112 6/0 x 6/8 6' - 2" 6' - 11" 113 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 114 8' x 8' O.H. GARAGE DOOR 115 16' x 8' O.H. GARAGE DOOR 11/2" = 1'-0"A-5011TYP. COLUMN 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL 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. INSULATION1/2" 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 PLANS0' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL 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)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 FOUNDATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/6/2023 10:49:39 AMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-502OTT41811.15.23 CB1752127792012.6.23 CB11.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL1/2" = 1'-0"A-5021TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5022TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5027TYP. HOUSE/STOOP WALL3" 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: FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/6/2023 10:49:40 AMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-503OTT41811.15.23 CB1752127792012.6.23 CB11.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL3/8" = 1'-0"A-5031METHOD CS-PF3/8" = 1'-0"A-5032METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS STAIRWAYHEADER BYOTHERSSEE DOCUMENTPROVIDED FORATTACHMENT OF F19 TOF7FLUSH (2) 2X10FLUSH 3-PLY 14" LVL18" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMPAINTED ENDPAINTED ENDPAINTED ENDF14-F18F15F4F16F18F13F23F14F1F14F2F14F2F14F3F14F3F17F17F10F11F11F11F11F11F9F8F7F6F21F21F21F21F21F21F21F20F19F19F5F23F12F12F12F12F12F14XF9F21THA422THA422THA42216-00-004-00-004-00-0010-10-002-00-0012-00-0022-00-00 6-00-0042-00-0036-00-006-00-0022-08-007-10-0011-06-0010-00-0015-00-0017-00-0042-00-001-10-042-00-002-00-002-00-002-00-0011-121-03-121-08-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-10-042-00-002-00-002-00-002-00-001-01-128-00-00 4-00-006-042-00-001-05-12Customer: Lyman Lumber - ChanhassenJob Number: 325970-CHome Owner: TOPAZ / MAVERICK / WILLIAMS & MEISSNER RESJob Name: 1st FloorSite Address: 18362 GEYSER WAY Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 12/5/2023Version: 8.5.3.233 POST-UP OR 2400 GRADELUMBER TOP PLATE ATBOTH ENDS OF G3FRAME KNEE WALLOFF BOTTOM CHORDOF G3 WITH (14) HUS2816186# D0# U16732# D0# U9285# D0# U8464# D0# UFLUSH (2) 2X10FLUSH 2-PLY 11-7/8" LVLFLUSH 3-PLY 14" LVLPAINTED ENDPAINTED END20" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMFF19FF2FF24FF16FF23FF23FF1FF1FF4FF4FF4FF6FF9FF9FF10FF11FF12FF13FF13FF13FF14FF14FF21FF8FF22FF22FF22FF22FF22FF22FF22FF5FF7FF8FF6XFF6FF17FF18FF18FF18FF17FF17FF20FF20XFF20XFF25FF20FF6FF20XFF8FF22G3H1HGUS210-2LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS41016-00-004-00-004-00-005-10-0011-08-004-02-0040-00-0017-06-009-00-0015-06-0040-00-0022-06-0021-06-00 6-00-0050-00-008-00-0036-00-006-00-0031-02-007-04-0011-06-008-00-0010-00-0015-00-0017-00-0050-00-001-10-042-00-002-00-002-00-001-10-003-122-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-04-001-00-001-10-042-00-002-00-002-00-002-00-001-01-121-01-121-08-082-00-009-041-04-001-04-001-04-001-09-006-042-00-001-05-126-00-00Customer: Lyman Lumber - ChanhassenJob Number: 325970-CHome Owner: TOPAZ / MAVERICK / WILLIAMS & MEISSNER RESJob Name: 1st FloorSite Address: 18362 GEYSER WAY Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 12/5/2023Version: 8.5.3.233 POST-UP OR 2400 GRADELUMBER TOP PLATE ATBOTH ENDS OF G316186# D0# U16732# D0# U9285# D0# U8464# D0# UDIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING.THE TRUSS ID DOES NOT DENOTE THE LEFTEND OF THE ROOF TRUSS ON THEPLACEMENT PLAN. USE THE LEFT END OFTHE SEALED TRUSS DRAWING AND THETRIANGLE ON THE PLACEMENT PLAN TOLOCATE THE PROPER END OF EACH ROOFTRUSS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMG2G1G1G1G3H1L1J1J1J1J1J1J1J1J1J1J1J1K1K1K1K1K1K1K1K3K3K3K1HGUS210-240-00-0017-06-009-00-0015-06-0040-00-0022-06-0021-06-00 6-00-0050-00-008-00-0036-00-006-00-0031-02-007-04-0011-06-008-00-0010-00-0015-00-0017-00-0050-00-001-11-042-00-002-00-006-00-001-00-006-00-00A1A1A1A1A1A1A1A1A1A1A1A1A1A1A3A3A3A3A4E2E1E3E3A2C1D116-01-001-11-042-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-00Customer: Lyman Lumber - ChanhassenJob Number: 325970-CHome Owner: TOPAZ / MAVERICK / WILLIAMS & MEISSNER RESJob Name: 1st FloorSite Address: 18362 GEYSER WAY Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 12/5/2023Version: 8.5.3.233 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 SHAKES TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAP SIDING @ FRONT TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILDETAIL SHEET A-501ADDRESS STONE4" SMARTSIDE TRIM @ WINDOWS & DOORSTYP. @ FRONTGARAGE PLATE HEIGHT10' - 9 3/8"6" SMARTSIDE STORYBOARD8" 12"VINYL BOARD& BATTEN TYP.7" / 12"5' - 0"7" / 12"3' - 6"3' - 6"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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/15/2023 2:56:27 PMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-201OTT41811.15.23 CB1752127792011.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULESA-502 DETAILSA-503 DETAILS 24" RETURNS TYP.8" / 12"8" / 12"7" 12"24" RETURNS TYP.7" 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR7" / 12"8" 12"8" 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12 & 8:128 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 2 ROOF VENTSREQUIRED@ GARAGE 8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"7" / 12"7" / 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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/15/2023 2:56:31 PMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-202OTT41811.15.23 CB1752127792011.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022RIGHT ELEVATION1/8" = 1'-0"A-2023REAR ELEVATION1/8" = 1'-0"A-2024ROOF PLAN 11' - 10"2' - 0"0' - 2"18' - 10"31' - 2"2' - 1 1/2"8' - 3" M.O.2' - 5"16' - 3" M.O.2' - 1 1/2"10' - 0"15' - 0"17' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.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"21' - 6"6' - 0"50' - 0"42' - 2"7' - 10"2' - 0"5' - 10"36' - 2"6' - 0"19' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"4' - 7"7' - 2"0' - 9 1/2"6' - 7"22' - 10 1/2"22' - 4"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 POINT TYPICAL 22' - 6"27' - 6"50' - 0"3' - 9"6' - 1":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE9' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8' - 0"42' - 0"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 WAY48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY50' - 0"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING22' - 4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.50' - 0"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY13' - 10"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/15/2023 2:56:31 PMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-401OTT41811.15.23 CB1752127792011.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-4011FOUNDATION PLAN UNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL/STORAGE11' - 10"2' - 0"0' - 2"18' - 10"31' - 2"42' - 2"7' - 10"2' - 1 1/2"8' - 3" M.O.2' - 5"16' - 3" M.O.2' - 1 1/2"2' - 0"5' - 10"36' - 2"6' - 0"12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED10' - 0"15' - 0"17' - 0"22' - 6"27' - 6"6' - 0"21' - 6"62/8 x 6/8R.O. 2' -10" x 6' -11"SET SILL 6" ABOVE TRT'D PLATE20' - 0"16' - 2"4' - 2"2' - 5"3' - 9"12' - 0"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/ SHEATHING,NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABBEDROOM #518' - 10 3/4"10' - 1 1/4"1' - 9"11' - 3"4' VANITYSTAINED2x6CO DET.SMOKEDET.CO DET.FAMILY ROOM6' - 8"4' - 2"KNEE WALL W/ PAINTED SPINDLESFLOOR GIRDER2-2x102-2x1022' - 4"11' - 8"8' - 0"19' - 8"50' - 0"50' - 0"3-2x109' - 10"AIR EX.2x10 FLUSH22' - 4"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING42' - 0"8' - 0"50' - 0"4-2x64-2x684036 NVPWG TEMP.R.O. 4' -0" x 3' -6"H.H. 2' -5 1/4"9' - 0"8' - 0"7' - 6"7' - 6"4' - 3"5' - 9"158040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"115036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"CS-WSP3' - 3" B.W.PCS-WSP2' - 8" B.W.PCS-WSP2' - 8" B.W.PCS-WSP5' - 0" B.W.PCS-WSP4' - 0" B.W.P2-11 7/8" LSL W/3 TRIMMERS ES. SIDE 2-11 7/8" LSL W/3 TRIMMERS ES. SIDE 2-9 1/2" LSL48" F.G. SHWR42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET #5SMOKEDET.R & SH. @ 65"BAR SINK2' LINENU.C. REFSTAINED CABINET SIDES & REAR W/ FLOATING SHELVES BAR AREACARPET LVT50' - 0"13' - 10"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES39' - 0" (BRACED WALL LINE SPACING)2' - 0"W.S.136/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"BATHANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL 12/4 x 6/8R.O. 2' -6" x 6' -11"1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/15/2023 2:56:32 PMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-402OTT41811.15.23 CB1752127792011.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL 42' - 0"8' - 0"42' - 0"8' - 0"36" REFKITCHENDINING ROOMGREAT ROOMBOX VAULTFOYERWHITE FARMSINKDWPORCH6' - 0"36' - 0"6' - 0"2' - 0"114/0 x 6/8 FULL VIEWR.O. 4' -2" x 6' -11"18' - 10"31' - 2"11' - 6"7' - 4"2' - 3"16' - 0"2' - 8"8' - 0"2' - 3"1' - 0"9' - 6"1' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. B.D. ON GARAGE WALLS R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1516' x 8' O.H. GARAGE DOORTYP.0' - 4 1/2"POWDER16" SH.103/0 x 6/8 STEEL W/ 2-12" D.S.S.L.'S4' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"3' - 7"4' - 3"50' - 0"50' - 0"6' - 0"21' - 6"17' - 0"15' - 0"10' - 0"22' - 0"3' VANITYSTAINED32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"BENCHGARAGE2' - 0"20' - 8"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"4' - 0"4' - 6"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"KNEE WALL W/ PAINTED SPINDLESRECYCLE@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 8 5/8"10' - 6 1/4"2' - 9 1/8"2' - 7"3' - 5"DOUBLE FRAMEDWALL FORREF RECESS 39"x73"U.C. LIGHT9' - 0"8' - 0"7' - 6"7' - 6"2' - 3"7' - 9"3' - 6"10' - 0"5' - 3"3' - 3"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 10"0' - 10"30' - 4"6' - 9"5' - 0"3' - 6"6' - 9"GIRDER TRUSSGIRDER TRUSSFLOOR GIRDERSEE COLUMN DETAILSHEET A-5012-2x10 CONT.2-2x103-14" LVL FLUSH2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x102-9 1/2" LSL DROPPED 2-7 1/4" LSL CONTINUOUS DROPPED2-2x10 W/2 TRIMMERS3-2x6STAGGEREDUPPERS7' - 10"3-20" LVL 2' - 7"3' - 5"END PANELDBLOVEN9' - 6"4' - 1 3/4"3' - 6"5' - 6"83/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"EQEQ2' - 1"MECHANICALCHASE 2-2x102-2x12 CONT.3-2x103-2x102-2x10ATTICACCESSCS-WSP6' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP2' - 9" B.W.P.5x5 PSL4-2x6CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.WALL ABOVE BEARING ONFLOOR TRUSSES3-2x62-2x102-2x103-2x103-2x101' - 0"4-2x62' - 10"3' - 8"2' - 6"36" GAS COOKTOP W/WOOD HOODABOVE12" SH.2-2x10 FLUSHCS-WSP2' - 8" B.W.P.22' - 6"27' - 6"FLOOR GIRDER10' - 0"CS-WSP4' - 0" B.W.P.R & SH. @ 65"12/4 x 6/8R.O. 2' -6" x 6' -11"U.C. LIGHTU.C. LIGHT72/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"20" FLOOR TRUSSESPER MFG. SPACING5' - 10"5' - 0"20" FLOOR TRUSSESPER MFG. SPACING13' - 0"16' - 2"4' - 6"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESHHUS485x5 PSL66104050E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"663650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"6104050E NVG1R.O. 4' -0" x 5' -0"H.H. 6' -10"22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"146050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"94040 NVPWG TEMP.R.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"12016 NVPWGR.O. 2' -0" x 1' -6"H.H. 8' -0"12016 NVPWGR.O. 2' -0" x 1' -6"H.H. 8' -0"PANTRY63650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"93/0 x 6/8 OPG.30" PANTRYMUD RM.12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"12' - 0"2' - 0"STAINEDBUILT-INSTAINEDBUILT-IN-60" ELECTRIC LINEAR FIREPLACE -SET 18" OFF FLOOR -STONE TO CEILING TYP. 2' - 0"148' x 8' O.H. GARAGE DOOR2-14" LVL FLUSH2-14" LVL FLUSH 50' - 0"50' - 0"1' - 0"5' - 0"HHUS410TAPERED END CUT ALLOWED 2-2x10 W/2 TRIMMERS46' - 0" (BRACED WALL LINE SPACING)43' - 0" (BRACED WALL LINE SPACING)43' - 0" (BRACED WALL LINE SPACING)46' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 3" B.W.P.CS-PF1' - 6" B.W.P.CS-PF1' - 6" B.W.P.OFFICEBOX VAULT53016 NVFA1R.O. 3' -0" x 1' -6"H.H. 6' -10"1' - 2"6' - 0"CS-WSP2' - 8" B.W.P.STAINED KITCHEN CABINETSPERIMETER AND ISLAND MICROGAS LINE FOR FUTURE GRILL PFH2' - 3"PFH2' - 8"PFH2' - 3"1/4" = 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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/15/2023 2:56:34 PMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-403OTT41811.15.23 CB1752127792011.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL5x5 PSL2 - Trimmers2 - 9-1/2" LSL2 - Trimmers BEDROOM #4BATHBEDROOM #3PRIMARY SUITEBOX VAULTHALLPRIMARY BATH7'-6" VANITYSTAINEDCLOSETR & SH. @ 65"BEDROOM #215' - 6"9' - 0"17' - 6"17' - 0"15' - 0"10' - 0"42' - 0" (BRACED WALL LINE SPACING)42' - 0" (BRACED WALL LINE SPACING)32/4 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"62/8 x 6/8R.O. 2' -10" x 6' -11"LAUNDRYCLOSETCLOSET #1TILESHOWER42" WALL W/GLASS PANEL ABOVE7' - 9"7' - 9"4' - 6"4' - 6"8' - 9"8' - 9"20' - 0"20' - 0"RAIN SHOWER HEAD 5' - 6 1/8"7' - 0 7/8"4' - 5"7' - 6"7' - 6"40' - 0"6' - 0"11' - 0 1/4"28' - 11 3/4"16' - 0"4' - 0"4' - 0"16' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 8"5' - 2"1' - 6 1/4"4' - 0"4' - 1 3/4"6' - 1 3/4"10' - 4 1/4"9' - 7"5' - 6 3/4"9' - 8 1/2"3' - 7 3/4"8' - 1"5' - 5"13' - 7"2' - 6"3' - 8"3' - 0"3' - 3"5' - 4"2' - 8"12' - 0"7' - 10"2' - 4 1/4"6' - 0"9' - 1 3/4"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS2-2x102-9 1/2" LSLW/ 2 TRIMMERS2-2x6 EA. SIDEKNEE WALL W/ PAINTED SPINDLESR & SH. @ 48"22/4 x 6/8 OPG.52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"3' VANITY48" F.G. SHWR42/6 x 6/8R.O. 2' -8" x 6' -11"2x6BATHTYP.2' - 0"2-2x102-2x102-2x102-2x1062/8 x 6/8R.O. 2' -10" x 6' -11"R & SH. @ 65"SMOKEDET.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.3-2x102' - 0"3' - 3"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.6' - 0"40' - 0"46' - 0"46' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"74020 NVPWG TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"32036 NVC1R.O. 2' -0" x 3' -6"H.H. 6' -10"136020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' - 4"2' - 2"2' - 7"2' - 0"6' - 0"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"2' - 8"CURBHEADS2x6DOUBLE FRAME PLUMBING WALLACCENT WALLCLOSET#212/4 x 6/8R.O. 2' -6" x 6' -11"2' LINEN22020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"6' FREESTANDING TUB168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"126/0 x 6/8R.O. 6' -2" x 6' -11"5' - 8"7' - 8"2' - 8"1'-6" LINEN2-2x103' - 3"4' - 1 3/4"41' - 0" (BRACED WALL LINE SPACING)41' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.5' TUB/SHWRSHOWER BENCH SEAT19" TALL x 20" DEEP(2) SHAMPOO SHELVES GAS LINE FOR DRYER PANIC PANFOR WASHER SINKWASHERDRYERR & SH. @ 65"3 CONTROLS STACKED 1. TOP CONTROL2. MIDDLE RAIN SHOWER3. BOTTOM 123EQEQTHE 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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/15/2023 2:56:35 PMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-404OTT41811.15.23 CB1752127792011.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL1/4" = 1'-0"A-4041UPPER FLOOR PLAN 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 INSULATIONALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS1' - 6"2x4 TYP.2x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING1' - 6"1' - 6"1' - 6"1' - 3"1' - 3"1' - 8"1' - 8"3' - 6"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 HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/15/2023 2:56:36 PMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-501OTT41811.15.23 CB1752127792011.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODELWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2016 NVPWG 2' - 0" 1' - 6" 8' - 0"2 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 1 2036 NVC1 2' - 0" 3' - 6" 6' - 10"4 VECTOR ENVISION SERIES 1 2036 NVPWG 2' - 0" 3' - 6" 9' - 8 19/32"5 VECTOR ENVISION SERIES 1 3016 NVFA1 3' - 0" 1' - 6" 6' - 10"6 VECTOR ENVISION SERIES 6 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"7 VECTOR ENVISION SERIES 1 4020 NVPWG TEMP. 4' - 0" 2' - 0" 6' - 10"8 VECTOR ENVISION SERIES 1 4036 NVPWG TEMP. 4' - 0" 3' - 6" 2' - 5 1/4"9 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 11 1/8"10 VECTOR ENVISION SERIES 2 4050E NVG1 4' - 0" 5' - 0" 6' - 10"11 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"12 VECTOR ENVISION SERIES 1 5040E NVG1 5' - 0" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 6050E NVG1 6' - 0" 5' - 0" 6' - 10"15 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"16 VECTOR ENVISION SERIES 3 8050E NVGE 8' - 0" 5' - 0" 6' - 10"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILINGROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOORING AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL /STORAGE . 218 SF 8' - 2" MECHANICALS MY VARYLOWER FLOOR BEDROOM #5 CARPET 175 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 500 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR CLOSET #5 CARPET 57 SF 8' - 2"LOWER FLOOR BAR AREA LVT 38 SF 8' - 2"LOWER FLOOR BATH VINYL 50 SF 8' - 2" .MAIN FLOOR GARAGE 641 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" BOX VAULTMAIN FLOOR STAIRS CARPET 83 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 76 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 267 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 183 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 243 SF 9' - 1 1/8" BOX VAULTMAIN FLOOR FOYER WOOD 131 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 30 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 196 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 212 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 242 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR HALL CARPET 140 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 21 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #1 CARPET 67 SF 8' - 1 1/8" .UPPER FLOOR CLOSET#2 CARPET 37 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY LVT 59 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY BATH TILE 165 SF 8' - 1 1/8"UPPER FLOOR BATH VINYL 110 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 50 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 92 2/4 x 6/8 OPG. 13 2/4 x 6/8 PKT 4' - 10" 6' - 11" 44 2/6 x 6/8 2' - 8" 6' - 11" 55 2/6 x 6/8 PKT 5' - 2" 6' - 11" 26 2/8 x 6/8 2' - 10" 6' - 11" 37 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 18 3/0 x 6/8 FULL VIEW 3' - 1" 6' - 8" 19 3/0 x 6/8 OPG. 110 3/0 x 6/8 STEEL W/ 2-12" D.S. S.L.'S 111 4/0 x 6/8 FULL VIEW 4' - 2" 6' - 11" 112 6/0 x 6/8 6' - 2" 6' - 11" 113 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 114 8' x 8' O.H. GARAGE DOOR 115 16' x 8' O.H. GARAGE DOOR 11/2" = 1'-0"A-5011TYP. COLUMN 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL 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. INSULATION1/2" 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 PLANS0' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL 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)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 FOUNDATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/15/2023 2:56:37 PMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-502OTT41811.15.23 CB1752127792011.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL1/2" = 1'-0"A-5021TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5022TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5027TYP. HOUSE/STOOP WALL3" 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: FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:11/15/2023 2:56:38 PMTHE WILLIAMS & MEISSNERRESIDENCEL8, B3 - GLACIER CREEK 5TH ADD'N18362 GEYSER WAYLAKEVILLE, MN 55044A-503OTT41811.15.23 CB1752127792011.8.23 CB8'-1 /18"9'-1 /18"8'-4" POUR3949MAVERICK MODEL3/8" = 1'-0"A-5031METHOD CS-PF3/8" = 1'-0"A-5032METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS Upper Level Member Name Results Current Solution Comments Bedroom #2 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Owner's Suite Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Owner's Bathroom Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #4 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #3 & 4 Bath Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #3 Window Passed 2 piece(s) 2 x 10 SPF 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 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flush Stairs (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Flush Foyer (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Foyer (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Great Room Window Rear Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Great Room Window Side Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Dining Room Side Window Right Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Dining Room Back Window (PF)Passed 2 piece(s) 2 x 12 SPF No.1/No.2 Dining Room Side Window Left Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Kitchen Patio Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Pantry Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Powder Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bench Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Mudroom Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Mudroom Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 8' Garage Door Passed 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL 16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Entry Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Office Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stair Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Flush Front Porch (H)Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flush Front Porch (V)Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Drop Front Porch Back (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Front Porch Front (H)Passed 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL Lower Level Member Name Results Current Solution Comments Flush Family (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Family Room Window End Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Family Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Door Hdr Mech/Storage Passed 2 piece(s) 2 x 10 SPF No.1/No.2 18362 Geyser Way, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 1 / 39 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 Factored 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 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 11/15/2023 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 2 / 39 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 Factored 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 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 11/15/2023 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 3 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2711 @ 0 2869 (1.50")Passed (94%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1568 @ 10 3/4"4308 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2880 @ 2' 1 1/2"5919 Passed (49%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.014 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.023 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1000 1711 2711 None 2 - Trimmer - SPF 1.50"1.50"1.50"1000 1711 2711 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 Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 10.6 -- 1 - Uniform (PSF)0 to 4' 3"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 11/15/2023 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 Bathroom Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 4 / 39 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 Factored 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 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 11/15/2023 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 5 / 39 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 Factored 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 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 11/15/2023 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 6 / 39 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 Factored 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 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 11/15/2023 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 7 / 39 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 Factored 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 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 11/15/2023 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 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 8 / 39 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 Factored 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 11/15/2023 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) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 9 / 39 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 Factored 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 11/15/2023 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 Stairs (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 10 / 39 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 Factored 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 11/15/2023 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Foyer (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 11 / 39 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 Factored Accessories 1 - Stud wall - SPF 5.50"5.50"1.95"859 2038 82 2897 Blocking 2 - Stud wall - SPF 5.50"5.50"1.81"799 1886 82 2685 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 11/15/2023 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Foyer (V) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 12 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5064 @ 7' 8 1/4"5738 (4.50")Passed (88%)--1.0 D + 1.0 L (Adj Spans) Shear (lbs)1773 @ 6' 8 3/4"2498 Passed (71%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-1709 @ 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 11/16"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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"254 557/-93 -34 812 None 2 - Trimmer - SPF 4.50"4.50"2.46"1485 1653 361 3138 None 3 - Trimmer - SPF 4.50"4.50"3.97"2309 2756 544 5064 None 4 - Trimmer - SPF 1.50"1.50"1.50"575 748/-127 158 1323 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 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 (PLF)4' 9" to 11' 6"N/A 160.0 -105.0 Snow - Gable End 5 - Point (lb)4' 9"N/A 459 -289 Linked from: Bedroom# 2 Window, Support 2 6 - Point (lb)7'N/A 500 990 - Linked from: Main Level FLR Girder, 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 11/15/2023 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 Window Rear 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 13 / 39 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2227 None 2 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2227 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 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 11/15/2023 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 Window Side 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 14 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1327 @ 0 1913 (1.50")Passed (69%)--1.0 D + 1.0 S (All Spans) Shear (lbs)768 @ 10 3/4"2872 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1410 @ 2' 1 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.009 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1327 None 2 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1327 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 Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 4' 3"9' 6"20.0 -35.0 roof 2 - Uniform (PSF)0 to 4' 3"1'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 4' 3"1'80.0 --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 11/15/2023 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 Side Window Right 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 15 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1282 @ 11' 6"1913 (1.50")Passed (67%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1089 @ 2' 8 1/4"3493 Passed (31%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)1418 @ 9' 10 1/2"5306 Passed (27%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.002 @ 1' 9 3/8"0.127 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.006 @ 1' 9 5/16"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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"723 502 1225 None 2 - Trimmer - SPF 4.50"4.50"1.50"1066 818 1884 None 3 - Trimmer - SPF 4.50"4.50"1.50"970 761 1730 None 4 - Trimmer - SPF 1.50"1.50"1.50"758 524 1282 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 6" o/c Bottom Edge (Lu)11' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 8.6 -- 1 - Uniform (PSF)0 to 11' 6"3'15.0 35.0 floor 2 - Uniform (PLF)0 to 11' 6"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' 6"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' 6"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 (PF) 2 piece(s) 2 x 12 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 16 / 39 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 11/15/2023 Weyerhaeuser Notes ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 17 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1327 @ 0 1913 (1.50")Passed (69%)--1.0 D + 1.0 S (All Spans) Shear (lbs)768 @ 10 3/4"2872 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1410 @ 2' 1 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.009 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1327 None 2 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1327 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 Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 4' 3"9' 6"20.0 -35.0 roof 2 - Uniform (PSF)0 to 4' 3"1'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 4' 3"1'80.0 --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 11/15/2023 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 Side Window Left 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 18 / 39 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"704 752 179 1456 None 2 - Trimmer - SPF 1.50"1.50"1.50"704 752 179 1456 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 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 11/15/2023 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Kitchen Patio Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 19 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1538 @ 0 1913 (1.50")Passed (80%)--1.0 D + 1.0 S (All Spans) Shear (lbs)313 @ 10 3/4"2872 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)865 @ 1' 1 1/2"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.003 @ 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 Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1538 None 2 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1538 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 Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor 2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall 3 - Uniform (PSF)0 to 2' 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 11/15/2023 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, Pantry Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 20 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3612 @ 0 3806 (1.50")Passed (95%)--1.0 D + 1.0 S (All Spans) Shear (lbs)673 @ 11"7902 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1189 @ 10 15/16"11985 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.005 @ 1' 7/8"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.008 @ 1' 7/8"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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1376 45 2236 3612 None 2 - Trimmer - SPF 1.50"1.50"1.50"690 45 1085 1775 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 Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 10.4 ---- 1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor 2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall 3 - Uniform (PSF)3" to 2' 3"23'18.0 -35.0 Roof 4 - Point (lb)3"N/A 1000 -1711 Linked from: Owner's Bathroom 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 11/15/2023 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, Powder Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 21 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2153 @ 0 2869 (1.50")Passed (75%)--1.0 D + 1.0 S (All Spans) Shear (lbs)966 @ 10 3/4"4308 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1750 @ 1' 7 1/2"5919 Passed (30%)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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"845 65 1308 2153 None 2 - Trimmer - SPF 1.50"1.50"1.50"845 65 1308 2153 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 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"23'18.0 -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 11/15/2023 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, Bench Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 22 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2609 @ 0 2869 (1.50")Passed (91%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1510 @ 1' 4 1/4"4308 Passed (35%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1923 @ 1'5919 Passed (32%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/8"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.004 @ 1' 1 1/8"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 Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1032 45 1577 2609 None 2 - Trimmer - SPF 1.50"1.50"1.50"665 45 939 1605 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 Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 10.6 ---- 1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 2' 3"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 1'23'20.0 -35.0 Snow - Main 4 - Point (lb)1'N/A 1000 -1711 Linked from: Owner's Bathroom Window, 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 11/15/2023 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 Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 23 / 39 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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2303 None 2 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2303 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 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 11/15/2023 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 24 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)15404 @ 8' 10 1/2"20672 (5.25")Passed (75%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)14950 @ 7' 1"22943 Passed (65%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)39514 @ 6' 3"81355 Passed (49%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.047 @ 4' 11 1/4"0.283 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.096 @ 6' 3"0.425 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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 Factored Accessories 1 - Trimmer - SPF 6.00"6.00"2.42"4515 1247 4696 9211 None 2 - Trimmer - PSL 5.25"5.25"3.91"7982 2790 7105 15404 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 2" o/c Bottom Edge (Lu)9' 2" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 2 1/4"N/A 30.6 ---- 1 - Uniform (PSF)0 to 6' 3"14'20.0 -35.0 Snow - Garage 2 - Uniform (PSF)6' 3" to 9' 2 1/4"4'20.0 -35.0 Snow - Garage 3 - Point (lb)6' 3"N/A 10231 4037 8327 Linked from: GT2 - Garage (V), Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 11/15/2023 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 8' Garage Door 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 25 / 39 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 Factored 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 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 11/15/2023 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 26 / 39 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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"429 1088 1516 None 2 - Trimmer - SPF 3.00"3.00"1.50"429 1088 1516 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 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 11/15/2023 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Entry Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 27 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2835 @ 1 1/2"3825 (3.00")Passed (74%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1819 @ 1' 1/4"2872 Passed (63%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)2804 @ 3' 3"3431 Passed (82%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.039 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.082 @ 3' 3"0.313 Passed (L/909)--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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.22"1600 780 866 2835 None 2 - Trimmer - SPF 3.00"3.00"2.22"1600 780 866 2835 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 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 710 -446 Linked from: Wdw Hdr Bed #3, Support 1 9 - Point (lb)5' 9"N/A 710 -446 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 11/15/2023 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 28 / 39 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 Factored 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 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 11/15/2023 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 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 29 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4599 @ 19' 1/2"4599 (1.75")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4254 @ 1' 7 1/2"10707 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)21235 @ 7' 8"27897 Passed (76%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.323 @ 9' 5 11/16"0.468 Passed (L/696)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.878 @ 9' 6 1/4"0.935 Passed (L/256)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 5.50"5.50"1.93"2933 484 1954 4887 None 2 - Hanger on 14" LVL beam 3.50"Hanger¹1.75"3046 743 1504 4732 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)19' 1" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS410 3.00"N/A 30-10d 10-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 19' 1/2"N/A 14.3 ---- 1 - Uniform (PSF)4' to 19' 4" (Front)2'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)4' to 19' 4" (Front)N/A 80.0 --Wall - Upper 3 - Point (PLF)4' (Front)16'20.0 -35.0 Snow - Main 4 - Uniform (PLF)0 to 7' 8" (Front)N/A 160.0 -105.0 Snow - Gable End 5 - Uniform (PLF)15' 8" to 19' 4" (Front)N/A 160.0 -105.0 Snow - Gable End 6 - Uniform (PSF)0 to 4' (Front)2'20.0 -35.0 Snow - Porch 7 - Uniform (PSF)4' to 19' 4" (Front)1'20.0 -35.0 Snow - Porch 8 - Point (lb)7' 8" (Front)N/A 710 -446 Linked from: Bedroom #3 Window, Support 1 9 - Point (lb)15' 8" (Front)N/A 710 -446 Linked from: Bedroom #3 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, Flush Front Porch (H) 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 30 / 39 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 11/15/2023 Weyerhaeuser Notes ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 31 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4619 @ 2"9188 (3.50")Passed (50%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4587 @ 3 1/2"8526 Passed (54%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)6039 @ 1' 6"27897 Passed (22%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.012 @ 2' 8 1/16"0.131 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.030 @ 2' 7 5/8"0.262 Passed (L/999+)--1.0 D + 1.0 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 Factored Accessories 1 - Beam - LSL 3.50"3.50"1.76"2826 613 1778 4619 Blocking 2 - Trimmer - SPF 5.50"5.50"1.50"1701 300 1468 3169 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 9" o/c Bottom Edge (Lu)5' 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 5' 9"N/A 14.3 ---- 1 - Uniform (PSF)0 to 1' 6" (Front)2'20.0 -35.0 Snow - Porch 2 - Uniform (PSF)1' 6" to 5' 9" (Front)1'20.0 -35.0 Snow - Porch 3 - Uniform (PSF)1' 6" to 5' 9" (Front)1'15.0 40.0 -Floor - Upper 4 - Uniform (PLF)1' 6" to 5' 9" (Front)N/A 80.0 --Wall - Upper 5 - Uniform (PSF)1' 6" to 5' 9" (Front)10'20.0 -35.0 Snow - Main 6 - Point (lb)1' 6" (Front)N/A 3046 743 1504 Linked from: Flush Front Porch (H), Support 2 Shear (lbs) Tapered End Heel Height Cut Length Cut Slope Location Actual Allowed Result Comments Left End 5"1' 3 7/16"7/12 3 1/2"4587 8526 Passed (54%) 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 11/15/2023 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 Front Porch (V) 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 32 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2743 @ 4"13956 (5.50")Passed (20%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1801 @ 1' 3"6872 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4605 @ 4' 3"10422 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.072 @ 4' 3"0.261 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.163 @ 4' 3"0.392 Passed (L/576)--1.0 D + 0.75 L + 0.75 S (All 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). •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 Factored Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"1532 1020 595 2743 None 2 - Trimmer - SPF 5.50"5.50"1.50"1532 1020 595 2743 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 Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 8' 6" (Front)6'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 8' 6" (Front)N/A 80.0 --Wall - Upper 3 - Uniform (PLF)0 to 8' 6" (Front)N/A 160.0 -105.0 Snow - Gable End 4 - Uniform (PSF)0 to 8' 6" (Front)1'20.0 -35.0 Snow - Porch 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 11/15/2023 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, Drop Front Porch Back (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 33 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6061 @ 1'13956 (5.50")Passed (43%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)4644 @ 2"6031 Passed (77%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)-4693 @ 1'7156 Passed (66%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.062 @ 0 0.200 Passed (2L/386)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.154 @ 0 0.200 Passed (2L/156)--1.0 D + 0.75 L + 0.75 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 (0.2") and TL (0.2"). •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 Factored Accessories 1 - Column - SPF 5.50"5.50"2.39"3524 695 2536 6061 Blocking 2 - Column - SPF 5.50"5.50"1.50"294 -101 1031 1326 Blocking 3 - Column - SPF 5.50"5.50"1.50"318 19 447 765 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)19' 4" o/c Bottom Edge (Lu)14' 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 19' 3 1/2"N/A 7.9 ---- 1 - Uniform (PSF)0 to 19' 3 1/2" (Front)3'20.0 -35.0 Snow - Porch 2 - Point (lb)0 (Front)N/A 2826 613 1778 Linked from: Flush Front Porch (V), Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 11/15/2023 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, Drop Front Porch Front (H) 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 34 / 39 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 Factored 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 - Main 2 - Point (lb)0 (Front)N/A 1736 4200 Linked from: Flush Dining (H), Support 1 3 - Point (lb)15' (Front)N/A 1736 4200 Linked from: Flush Dining (H), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 11/15/2023 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, Flush Family (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 35 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8544 @ 8' 6"11419 (4.50")Passed (75%)--1.0 D + 1.0 L (All Spans) Shear (lbs)7654 @ 7' 4 5/8"7897 Passed (97%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)17206 @ 6' 3"17848 Passed (96%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.145 @ 4' 6 1/16"0.275 Passed (L/683)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.258 @ 4' 6"0.412 Passed (L/384)--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 Factored Accessories 1 - Trimmer - SPF 4.50"4.50"2.63"2939 3739 418 6678 None 2 - Trimmer - SPF 4.50"4.50"3.37"3674 4870 487 8544 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)8' 9" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 12.1 ---- 1 - Uniform (PSF)0 to 6' 3"8'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)6' 3" to 8' 9"10'15.0 40.0 -Floor - Main Level 3 - Uniform (PLF)0 to 8' 9"N/A 90.0 --Wall - Main Level 4 - Point (lb)6' 3"N/A 800 1200 -Floor Girder 5 - Point (lb)2' 4"N/A 1485 1653 361 Linked from: Great Room Window Rear, Support 2 6 - Point (lb)6' 3"N/A 2309 2756 544 Linked from: Great Room Window Rear, 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 11/15/2023 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 End 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 36 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2418 @ 1 1/2"7613 (3.00")Passed (32%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2175 @ 1' 1/2"7902 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3096 @ 3' 1 5/8"11985 Passed (26%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.028 @ 3' 2 7/8"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.075 @ 3' 2 7/8"0.313 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1520 390 807 2418 None 2 - Trimmer - SPF 3.00"3.00"1.50"1461 390 772 2333 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 Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 6"3'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main 3 - Point (lb)1' 4"N/A 1066 -818 Linked from: Dining Room Back Window (PF), Support 2 4 - Point (lb)5' 2"N/A 970 -761 Linked from: Dining Room Back Window (PF), 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 11/15/2023 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 Patio Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 37 / 39 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5453 @ 5' 4 1/2"7613 (3.00")Passed (72%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3186 @ 1' 2 7/8"8590 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)7147 @ 2' 7 5/8"15953 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.043 @ 2' 9 3/16"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.071 @ 2' 9 3/16"0.262 Passed (L/888)--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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.77"1694 2803 196 4498 None 2 - Trimmer - SPF 3.00"3.00"2.15"2151 3302 315 5453 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 Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 13.0 ---- 1 - Uniform (PSF)0 to 5' 6"11'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)2' 4" to 5' 6"11'15.0 40.0 -Floor - Upper 4 - Uniform (PLF)2' 4" to 5' 6"N/A 80.0 --Wall - Upper 5 - Uniform (PLF)2' 4" to 5' 6"N/A 160.0 -105.0 Snow - Gable End 6 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 7 - Point (lb)2' 4"N/A 704 752 179 Linked from: Kitchen Patio 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 11/15/2023 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 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 38 / 39 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1813 None 2 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1813 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 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 11/15/2023 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 12/1/2023 7:07:02 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 18362 Geyser Way, Lakeville, MN Topaz - Maverick 18362 Geyser Way, Lakeville, MN 12/1/2023 Job # 31025 Page 39 / 39 Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-15 X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 90,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93 Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's X " round duct OR 7" flex " metal duct ML19309016C Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 350 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 180 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 38710Residential Load Calculation SEER /EER Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 14 Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 13ACX036P Model Heating System Natural Gas Lennox Fiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.21 Describe other insulated areas Fiberglass, BlownTHERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.28 Appliances Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 67727 Heating Gain Cooling Load 90 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.12/21/2023 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville18362 Geyser Way BC730925 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 3 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Builders Associaton of Minnesota version 101014 1.Bearings are based on the recorded plat.2.Building dimensions shown are for horizontal and vertical placement ofstructure only. See architectural plans for building and foundationdimensions.3.No specific soils investigation has been completed on this lot by JamesR. Hill, Inc. the suitability of soils to support the specific house proposedis not the responsibility of James R. Hill, Inc. or the surveyor.4.No specific title search for existence or non-existence of recorded orun-recorded easements has been conducted by the surveyor as a partof this survey. Only easements per the recorded plat are shown.5.Proposed grades shown were taken from the grading &/ordevelopment plan prepared by Pioneer Engineering.6.Grading plan date/revision date: 9/15/2022.NOTESLot= 8,750 sq. ft.House/Garage= 1,953 sq. ft.Porch= 128 sq. ft.Driveway= 709 sq. ft.Total Impervious= 2,790 sq. ft. or 31.9% of lotHARD COVER CALCULATIONSProposedGarage Floor @ Front= 1000.6Garage Top of Block= 1001.0House Top of Block= 1001.0Lowest Floor= 993.0Lot 8, Block 3, GLACIER CREEK 5TH ADDITION, Dakota County, MinnesotaPROPERTY DESCRIPTION18362 Geyser Way, Lakeville, MinnesotaPROPERTY ADDRESSSURVEYOR'S CERTIFICATEFLOOR ELEVATIONSTop nut of hydrant located at Lot 10, Block 4 = 1000.89BENCHMARKDenotes set spikeDenotes set iron monumentDenotes found iron monumentDenotes proposed drainageDenotes top of curbDenotes existing elevationDenotes proposed elevationJames R. Hill, Inc. PHONE: 952.890.6044 www.jrhinc.com PLANNERS / ENGINEERS / SURVEYORS CERTIFICATE OF SURVEY FOR ONE TEN TEN HOMESDRAWN BYDATEREVISIONSTAMCAD FILEPRO-ECT NO.SHEET 1 OF 1Lot 8, Block 3, GLACIER CREEK 5TH ADDITION, Dakota County, MinnesotaI hereby certify that this survey, plan or report was prepared by me or undermy direct supervision and that I am a duly Licensed Land Surveyor under thelaws of the State of Minnesota. That this survey does not purport to show allimprovements, easements or encroachments, to the property except asshown thereon.Signed this 4th day of December, 2023Marcus F. Hampton, MN L.S. No. 4748112/4/2023A. 12/6/23: Driveway elev./grade430969.dwg4309692999 WEST C.R. 42, SUITE 100, BURNSVILLE, MN 55306 The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected andaccepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.EROSION CONTROLMUST BE INSTALLEDBEFORE EXCAVATION*Maintain 6" between bottom of siding and sod.*No structures in easements.ENGINEERING REVIEWEDDate:__________________12/22/2023asobottka