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Home My WebLink AboutLA192753 - 18237 Glacier 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:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 6/8/21 DM CANNOT HOOK TO CITY SEWER/WATER RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"VINYL 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. @ FRONT11' - 9 3/8" GARAGE PLATE HEIGHT6" SMARTSIDE STORYBOARD8" 12"VINYL BOARD& BATTEN TYP.7" / 12"3' - 6"5' - 0"7" / 12"T.O. GARAGE FOUNDATION-1' -0"3' - 0"1' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/7/2021 4:55:58 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-201OTT2045.24.21 CB175212778925.26.21 CB6.7.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK1/4" = 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 InspectionInspectorDate2020MN BldgCode06/28/2021dmathews 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"4" SMARTSIDE TRIM @ WINDOWS & DOORSTYP. @ SIDES & REAR18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:128 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 2 ROOF VENTSREQUIRED@ GARAGE 8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"STANDARD ENERGY HEELS @ 7:12W/ 8:12 TO MATCH FASCIA LINE7" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/7/2021 4:55:59 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-202OTT2045.24.21 CB175212778925.26.21 CB6.7.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022LEFT 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 POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT22' - 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.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT8' - 0"42' - 0"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 20" 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:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE50' - 0"TOP OF GARAGE FOUNDATIONWALL TO MATCH TOP OFHOUSE FOUNDATION WALLTOP OF GARAGE FOUNDATIONTO DROP 12" FROM TOP OFHOUSE FOUNDATION 36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAYTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/7/2021 4:56:00 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-401OTT2045.24.21 CB175212778925.26.21 CB6.7.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.BATHMECHANICAL/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"12/4 x 6/8R.O. 2' -6" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"SET ON 3X SILL20' - 0"16' - 2"6' - 7"3' - 9"9' - 0"3' - 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 #52' - 0"16' - 10 3/4"10' - 1 1/4"1' - 9"11' - 3"4' VANITY2x6CO 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"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x10ANCHOR BOLTS ON EACH SIDE OF BEARING POINT9' - 10"AIR EX.2x10 FLUSH22' - 4"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING42' - 0"8' - 0"50' - 0"4-2x64-2x6104836 PICR.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"9' - 0"8' - 0"7' - 6"7' - 6"4' - 3"5' - 9"124-48-2442 SLR.O. 8' -0" x 3' -6"H.H. 6' -10"124-48-2442 SLR.O. 8' -0" x 3' -6"H.H. 6' -10"136042 SLR.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. REFFULL TILE BACKSPLASH SIDES & REAR W/ FLOATING SHELVES BAR AREACARPET L.V.P. EQEQRECESSED TV SPACE(VERIFY SIZE)TRIMMED WALL (VERIFY STYLE) 50' - 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 NOTESTOP OF GARAGE FOUNDATIONTO DROP 12" FROM TOP OFHOUSE FOUNDATION 39' - 0" (BRACED WALL LINE SPACING)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 HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/7/2021 4:56:00 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-402OTT2045.24.21 CB175212778925.26.21 CB6.7.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK UP 17RDN 16RDN 3RDN 5R42' - 0"8' - 0"42' - 0"8' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICESINKDWPORCH6' - 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. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1416' x 8' O.H. GARAGE DOORTYP.0' - 4 1/2"POWDER16" SH.103/0 x 6/8 W/ 12" D.S. SL'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' VANITY32/4 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' - 5 3/4"5' - 6"5' - 6 1/4"2' - 6"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"6' - 9"5' - 0"3' - 6"6' - 9"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE 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"PORTAL FRAME W/ HOLD-DOWNSPORTAL FRAMEW/ HOLD-DOWNS3-20" LVL 2' - 7"3' - 5"END PANELOVEN /MICRO9' - 6"4' - 0 3/4"3' - 6"5' - 6"83/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"EQEQ2' - 0"9" HEAT DUCT2-2x102-2x10 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 TRUSSES3-2x62-2x102-2x103-2x103-2x10SET FIREPLACE ON FLOORW/ STONE FACE TO MANTEL HEIGHT 1' - 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"74" LINEAR ELEC. F.P.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 PSL17P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"17P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"124860 SLR.O. 4' -0" x 5' -0"H.H. 6' -10"17P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"17P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"17P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"124860 SLR.O. 4' -0" x 5' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"157260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"114848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"32418 PICR.O. 2' -0" x 1' -6"H.H. 8' -0"32418 PICR.O. 2' -0" x 1' -6"H.H. 8' -0"PANTRY2' - 0"17P4260/A24 TR.O. 3' -6" x 7' -0"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"BUILT-INBUILT-IN74" ELECTRIC FIREPLACE RECESSED FROM CABINETS DESIGNED BY OTHERS 167418 PICR.O. 6' -2" x 1' -6"H.H. 8' -0"TYP. 2' - 0"138' x 8' O.H. GARAGE DOOR2-14" LVL FLUSH2-14" LVL FLUSH 50' - 0"50' - 0"1' - 0"5' - 0"3' - 6"RAILING PER CODE HHUS410TAPERED END CUT ALLOWED ADDITIONAL STEPS INWALKWAY TO DRIVEWAY.VERIFY ON SITE2-2x10 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)3' - 4"3' - 6"CS-WSP2' - 8" B.W.P.CS-PF1' - 6" B.W.P.7' - 3"CS-WSP2' - 3" B.W.P.CS-PF1' - 6" B.W.P.CS-PF1' - 6" B.W.P.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 HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/7/2021 4:56:01 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-403OTT2045.24.21 CB175212778925.26.21 CB6.7.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICKBWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FAN DN 17RBEDROOM #4BATHBEDROOM #3OWNER'SSUITEHALLOWNER'SBATH7'-6" VANITYCLOSETR & 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"CONTROLS5' - 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"R & SH. @ 65"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 NOTES146048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"224-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"94824 AWN FIXED TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"224-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"62442 CSMTR.O. 2' -0" x 3' -6"H.H. 6' -10"52424-3 AWN FIXEDR.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"DRYERWASHERSINK2' - 8"CURBHEAD2x6DOUBLE FRAME PLUMBING WALLACCENT WALLCLOSET#212/4 x 6/8R.O. 2' -6" x 6' -11"2' LINEN60" F.G. SHWR42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"6' FREESTANDING TUBWAINSCOTING SURROUND TUB 224-48-2460 SLR.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.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/7/2021 4:56:01 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-404OTT2045.24.21 CB175212778925.26.21 CB6.7.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK1/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFANFANFAN 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"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/7/2021 4:56:01 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-501OTT2045.24.21 CB175212778925.26.21 CB6.7.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICKWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 2 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 3 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 2418 PIC 2' - 0" 1' - 6" 8' - 0"4 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 2442 CSMT 2' - 0" 3' - 6" 6' - 10"7 WINDSOR NEXT DIMENSION 1 2442 PIC 2' - 0" 3' - 6" 9' - 8 19/32"8 WINDSOR NEXT DIMENSION 1 4218 AWN 3' - 6" 1' - 6" 6' - 10"9 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0" 2' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"11 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"11' - 11 1/8"12 WINDSOR NEXT DIMENSION 2 4860 SL 4' - 0" 5' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"14 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"15 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"16 WINDSOR NEXT DIMENSION 1 7418 PIC 6' - 2" 1' - 6" 8' - 0"17 WINDSOR NEXT DIMENSION 6 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILINGROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOORING AREA CEILING HEIGHT COMMENTSNot Placed CLOSET CARPET Not Placed 0' - 0" .LOWER FLOOR CLOSET #557 SF 8' - 2"LOWER FLOOR MECHANICAL /STORAGE . 218 SF 8' - 2" MECHANICALS MY VARYLOWER FLOOR BEDROOM #5 CARPET 170 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 273 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR BAR AREA L.V.P. 226 SF 8' - 2"LOWER FLOOR BATH VINYL 50 SF 8' - 2" .MAIN FLOOR GARAGE641 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" 8" BOX VAULT W/ WOODMAIN 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 242 SF 9' - 1 1/8" 8" BOX VAULT W/ WOODMAIN FLOOR FOYER WOOD 131 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 30 SF 9' - 1 1/8" .UPPER FLOOR CLOSET#237 SF 8' - 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 OWNER'S SUITE CARPET 242 SF 8' - 1 1/8" 12" BOX VAULT W/ WOODUPPER 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 OWNER'S BATH TILE 165 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 110 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 59 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 W/ 12" D.S. SL'S111 4/0 x 6/8 FULL VIEW 4' - 2" 6' - 11" 112 6/0 x 6/8 6' - 2" 6' - 11" 113 8' x 8' O.H. GARAGE DOOR114 16' x 8' O.H. GARAGE DOOR11/2" = 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. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS1' - 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 HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/7/2021 4:56:01 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-502OTT2045.24.21 CB175212778925.26.21 CB6.7.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK1/2" = 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 HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/7/2021 4:56:02 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-503OTT2045.24.21 CB175212778925.26.21 CB6.7.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK3/8" = 1'-0"A-5031METHOD CS-PF3/8" = 1'-0"A-5032METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS 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"3' - 6"5' - 0"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 HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:5/26/2021 3:15:59 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-201OTT2045.24.21 CB175212778925.26.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK1/4" = 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 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"4" SMARTSIDE TRIM @ WINDOWS & DOORSTYP. @ SIDES & REAR18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:128 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 2 ROOF VENTSREQUIRED@ GARAGE 8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"STANDARD ENERGY HEELS @ 7:12W/ 8:12 TO MATCH FASCIA LINE7" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:5/26/2021 3:16:00 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-202OTT2045.24.21 CB175212778925.26.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022LEFT 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 POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT22' - 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.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT8' - 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:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE50' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:5/26/2021 3:16:01 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-401OTT2045.24.21 CB175212778925.26.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK1/4" = 1'-0"A-4011FOUNDATION PLAN UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.BATHMECHANICAL/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"12/4 x 6/8R.O. 2' -6" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"SET ON 3X SILL20' - 0"16' - 2"6' - 7"3' - 9"9' - 0"3' - 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 #52' - 0"16' - 10 3/4"10' - 1 1/4"1' - 9"11' - 3"4' VANITY2x6CO 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"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x10ANCHOR BOLTS ON EACH SIDE OF BEARING POINT9' - 10"AIR EX.2x10 FLUSH22' - 4"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING42' - 0"8' - 0"50' - 0"4-2x64-2x6104836 PICR.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"9' - 0"8' - 0"7' - 6"7' - 6"4' - 3"5' - 9"124-48-2442 SLR.O. 8' -0" x 3' -6"H.H. 6' -10"124-48-2442 SLR.O. 8' -0" x 3' -6"H.H. 6' -10"136042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"CS-WSP2' - 6" B.W.PCS-WSP3' - 6" B.W.PCS-WSP3' - 6" B.W.PCS-WSP3' - 0" B.W.PCS-WSP3' - 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. REFFULL TILE BACKSPLASH SIDES & REAR W/ FLOATING SHELVES BAR AREACARPET L.V.P. EQEQRECESSED TV SPACE(VERIFY SIZE)TRIMMED WALL (VERIFY STYLE) 50' - 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 NOTES1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:5/26/2021 3:16:02 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-402OTT2045.24.21 CB175212778925.26.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICKHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** UP 17RDN 16RDN 3RDN 3R42' - 0"8' - 0"42' - 0"8' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICESINKDWPORCH6' - 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. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1416' x 8' O.H. GARAGE DOORTYP.0' - 4 1/2"POWDER16" SH.103/0 x 6/8 W/ 12" D.S. SL'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' VANITY32/4 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' - 5 3/4"5' - 6"5' - 6 1/4"2' - 6"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"6' - 9"5' - 0"3' - 6"6' - 9"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-5012-2x10 CONT.2-2x103-14" LVL FLUSH2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x10XXXXXXXXXX2-2x10 W/2 TRIMMERS3-2x6STAGGEREDUPPERS7' - 10"PORTAL FRAME W/ HOLD-DOWNSPORTAL FRAMEW/ HOLD-DOWNSXXXXX2' - 7"3' - 5"END PANELOVEN /MICRO9' - 6"4' - 0 3/4"3' - 6"5' - 6"83/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"EQEQ2' - 0"9" HEAT DUCT2-2x102-2x10 CONT.3-2x103-2x102-2x10ATTICACCESSCS-WSP4' - 0" B.W.P.CS-WSP3' - 3" B.W.P.CS-WSP1' - 10 1/2" B.W.P.CS-WSP1' - 10 1/2" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP5' - 0" B.W.P.CS-WSP2' - 9" B.W.P.CS-WSP2' - 9" B.W.P.CS-WSP4' - 0" B.W.P.XXXXXXXXXCS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP5' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.WALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 W/2 TRIMMERS3-2x62-2x102-2x103-2x103-2x10SET FIREPLACE ON FLOORW/ STONE FACE TO MANTEL HEIGHT 1' - 0"XXXX2' - 10"3' - 8"2' - 6"36" GAS COOKTOP W/WOOD HOODABOVE12" SH.2-2x10 FLUSHCS-WSP3' - 0" B.W.P.22' - 6"27' - 6"FLOOR GIRDER10' - 0"CS-WSP2' - 0" B.W.P.CS-WSP2' - 0" B.W.P.R & SH. @ 65"12/4 x 6/8R.O. 2' -6" x 6' -11"74" LINEAR ELEC. F.P.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 NOTESHHUS48XXXX17P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"17P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"124860 SLR.O. 4' -0" x 5' -0"H.H. 6' -10"17P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"17P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"17P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"124860 SLR.O. 4' -0" x 5' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"157260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"114848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"32418 PICR.O. 2' -0" x 1' -6"H.H. 8' -0"32418 PICR.O. 2' -0" x 1' -6"H.H. 8' -0"PANTRY2' - 0"17P4260/A24 TR.O. 3' -6" x 7' -0"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"BUILT-INBUILT-IN74" ELECTRIC FIREPLACE RECESSED FROM CABINETS DESIGNED BY OTHERS BRACED WALL DESIGN TO BE UPDATED WHEN PLAN IS FINISHED 167418 PICR.O. 6' -2" x 1' -6"H.H. 8' -0"TYP. 2' - 0"138' x 8' O.H. GARAGE DOORXXXXXXXXXXXX50' - 0"50' - 0"1' - 0"5' - 0"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 HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:5/26/2021 3:16:02 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-403OTT2045.24.21 CB175212778925.26.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK4-2x6X X X2-9 1/2" LSL Dropped2-14" LVL FlushTapered end cutallowed here2-14" LVL FlushHHUS4102-7 1/4" LSL Cont.Dropped5x5 PSL5x5 PSL4-2x63-20" LVLHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** DN 17RBEDROOM #4BATHBEDROOM #3OWNER'SSUITEHALLOWNER'SBATH7'-6" VANITYCLOSETR & SH. @ 65"BEDROOM #215' - 6"9' - 0"17' - 6"17' - 0"15' - 0"10' - 0"42' - 0"42' - 0"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"CONTROLS5' - 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"R & SH. @ 65"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-WSP3' - 0" B.W.P.CS-WSP2' - 3" B.W.P.CS-WSP2' - 3" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" 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 NOTES146048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"224-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"94824 AWN FIXED TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"224-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"62442 CSMTR.O. 2' -0" x 3' -6"H.H. 6' -10"52424-3 AWN FIXEDR.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"DRYERWASHERSINK2' - 8"CURBHEAD2x6DOUBLE FRAME PLUMBING WALLACCENT WALLCLOSET#212/4 x 6/8R.O. 2' -6" x 6' -11"2' LINEN60" F.G. SHWR42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"6' FREESTANDING TUBWAINSCOTING SURROUND TUB 224-48-2460 SLR.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" LINENTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:5/26/2021 3:16:04 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-404OTT2045.24.21 CB175212778925.26.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK1/4" = 1'-0"A-4041UPPER FLOOR PLAN2-2x10Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** 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"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:5/26/2021 3:16:04 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-501OTT2045.24.21 CB175212778925.26.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICKWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 2 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 3 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 2418 PIC 2' - 0" 1' - 6" 8' - 0"4 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 2442 CSMT 2' - 0" 3' - 6" 6' - 10"7 WINDSOR NEXT DIMENSION 1 2442 PIC 2' - 0" 3' - 6" 9' - 8 19/32"8 WINDSOR NEXT DIMENSION 1 4218 AWN 3' - 6" 1' - 6" 6' - 10"9 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0" 2' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"11 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"11' - 11 1/8"12 WINDSOR NEXT DIMENSION 2 4860 SL 4' - 0" 5' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"14 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"15 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"16 WINDSOR NEXT DIMENSION 1 7418 PIC 6' - 2" 1' - 6" 8' - 0"17 WINDSOR NEXT DIMENSION 6 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILING3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:ROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOORING AREA CEILING HEIGHT COMMENTSNot Placed CLOSET CARPET Not Placed 0' - 0" .LOWER FLOOR CLOSET #557 SF 8' - 2"LOWER FLOOR MECHANICAL /STORAGE . 218 SF 8' - 2" MECHANICALS MY VARYLOWER FLOOR BEDROOM #5 CARPET 170 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 273 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR BAR AREA L.V.P. 226 SF 8' - 2"LOWER FLOOR BATH VINYL 50 SF 8' - 2" .MAIN FLOOR GARAGE641 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" 8" BOX VAULT W/ WOODMAIN 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 242 SF 9' - 1 1/8" 8" BOX VAULT W/ WOODMAIN FLOOR FOYER WOOD 131 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 30 SF 9' - 1 1/8" .UPPER FLOOR CLOSET#237 SF 8' - 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 OWNER'S SUITE CARPET 242 SF 8' - 1 1/8" 12" BOX VAULT W/ WOODUPPER 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 OWNER'S BATH TILE 165 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 110 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 59 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 W/ 12" D.S. SL'S111 4/0 x 6/8 FULL VIEW 4' - 2" 6' - 11" 112 6/0 x 6/8 6' - 2" 6' - 11" 113 8' x 8' O.H. GARAGE DOOR114 16' x 8' O.H. GARAGE DOOR11/2" = 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. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANSFASTEN 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 PORTAL2x6 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 HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:5/26/2021 3:16:05 PMMAVERICK MODELL1, B1 - GLACIER CREEK 2ND ADD'N18237 GLACIER WAYLAKEVILLE, MN 55044A-502OTT2045.24.21 CB175212778925.26.21 CB4.5.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR3921THE MAVERICK1/2" = 1'-0"A-5021TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5022TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5024METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5027TYP. HOUSE/STOOP WALL 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 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 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 Flush Stairs (H)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 Great Room Back Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Dining Room Side Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Dining Room Back Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bathroom 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 Garage 8' OHD Passed 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 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 Great Room Side Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Pantry Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Dining Room Hall Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Mudroom Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Lower Level Member Name Results Current Solution Comments Flush Bar (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Family Room Window Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bar Window 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 18237 Glacier Way, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 1 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #2 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 2 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Suite Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 3 / 37 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 Total 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Bathroom Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 4 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #4 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 5 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)368 @ 0 1913 (1.50")Passed (19%)--1.0 D + 1.0 S (All Spans) Shear (lbs)75 @ 10 3/4"2872 Passed (3%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)207 @ 1' 1 1/2"3946 Passed (5%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"210 158 368 None 2 - Trimmer - SPF 1.50"1.50"1.50"210 158 368 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 3 - Uniform (PSF)0 to 2' 3"1'20.0 35.0 Snow - Monos 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bath Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 6 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #3 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 7 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4145 @ 1 1/2"7613 (3.00")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2816 @ 1' 1/2"7902 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6227 @ 3' 3"11985 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.089 @ 3' 3"0.208 Passed (L/844)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.141 @ 3' 3"0.313 Passed (L/533)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.63"1529 2616 4145 None 2 - Trimmer - SPF 3.00"3.00"1.63"1529 2616 4145 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 6' 6"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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stairs Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 8 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5936 @ 4"20934 (5.50")Passed (28%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column - SPF 5.50"5.50"1.56"1736 4200 5936 Blocking 2 - Column - SPF 5.50"5.50"1.56"1736 4200 5936 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 -- 1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 floor Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Dining (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 9 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4120 @ 5 1/2"4725 (1.50")Passed (87%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3182 @ 1' 5 3/8"8590 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8954 @ 4' 9 11/16"15953 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.137 @ 4' 9 5/16"0.216 Passed (L/756)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.191 @ 4' 9 5/16"0.431 Passed (L/542)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 11 7/8" LSL beam 5.50"Hanger¹1.50"1281 3268 4549 See note ¹ 2 - Beam - SPF 5.50"5.50"3.18"1334 3396 4730 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' o/c Bottom Edge (Lu)9' o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS48 3.00"N/A 22-16d 8-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)5 1/2" to 9' 5"N/A 13.0 -- 1 - Uniform (PSF)7' 3" to 9' 5" (Front)20'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)0 to 7' 3" (Front)17'15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Foyer (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 10 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2897 @ 4"8181 (5.50")Passed (35%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2578 @ 1' 5 3/8"8590 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5007 @ 2' 3"15953 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.024 @ 2' 3"0.101 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.034 @ 2' 3"0.201 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.95"859 2038 82 2979 Blocking 2 - Stud wall - SPF 5.50"5.50"1.81"799 1886 82 2767 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 8" o/c Bottom Edge (Lu)4' 8" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 8 1/4"N/A 13.0 ---- 1 - Uniform (PSF)0 to 4' 8 1/4" (Front)3' 6"15.0 40.0 -stairs 2 - Uniform (PSF)0 to 4' 8 1/4" (Front)1'15.0 -35.0 floor 3 - Point (lb)2' 3" (Front)N/A 1281 3268 - Linked from: Flush Beam Foyer, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Foyer (V) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 11 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1146 @ 5' 3 1/2"1913 (1.50")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)801 @ 4' 6 1/4"2498 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1468 @ 2' 8 3/4"3431 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.018 @ 2' 8 3/4"0.128 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.025 @ 2' 8 3/4"0.256 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. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"347 873 1220 Blocking 2 - Hanger on 9 1/4" SPF beam 3.50"Hanger¹1.50"361 913 1274 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 4" o/c Bottom Edge (Lu)5' 4" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS28-2 2.00"N/A 6-16d 4-16d •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)0 to 5' 3 1/2"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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Stairs (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 12 / 37 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. • 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 Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"3.29"2933 484 1954 5371 Blocking 2 - Hanger on 14" LSL beam 3.50"Hanger¹1.75"3046 743 1504 5293 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 - Point (lb)7' 8" (Front)N/A 710 -446 Linked from: Bedroom #3 Window, Support 1 5 - Point (lb)15' 8" (Front)N/A 710 -446 Linked from: Bedroom #3 Window, Support 2 6 - Uniform (PLF)0 to 7' 8" (Front)N/A 160.0 -105.0 Snow - Gable End 7 - Uniform (PLF)15' 8" to 19' 4" (Front)N/A 160.0 -105.0 Snow - Gable End 8 - Uniform (PSF)0 to 4' (Front)2'20.0 -35.0 Snow - Porch 9 - Uniform (PSF)4' to 19' 4" (Front)1'20.0 -35.0 Snow - Porch 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 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 13 / 37 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 5/26/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 14 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4619 @ 2"8698 (3.50")Passed (53%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4587 @ 10 9/16"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 Total Accessories 1 - Beam - LSL 3.50"3.50"1.86"2826 613 1778 5217 Blocking 2 - Trimmer - SPF 5.50"5.50"1.50"1701 300 1468 3469 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 10 9/16"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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Front Porch (V) 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 15 / 37 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 Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"1532 1020 595 3147 None 2 - Trimmer - SPF 5.50"5.50"1.50"1532 1020 595 3147 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch Back (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 16 / 37 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 (2L/0.2") and TL (2L/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 Total Accessories 1 - Column - SPF 5.50"5.50"2.39"3524 695 2536 6755 Blocking 2 - Column - SPF 5.50"5.50"1.50"294 -101 1031 1325/- 101 Blocking 3 - Column - SPF 5.50"5.50"1.50"318 19 447 784 Blocking •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 - Point (lb)0 (Front)N/A 2826 613 1778 Linked from: Flush Front Porch (V), Support 1 2 - Uniform (PSF)0 to 19' 3 1/2" (Front)3'20.0 -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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch Front (H) 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 17 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5059 @ 7' 8 1/4"5738 (4.50")Passed (88%)--1.0 D + 1.0 L (Adj Spans) Shear (lbs)1694 @ 6' 8 3/4"2498 Passed (68%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-1707 @ 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 Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"254 557/-93 -34 811/- 127 None 2 - Trimmer - SPF 4.50"4.50"2.46"1484 1652 361 3497 None 3 - Trimmer - SPF 4.50"4.50"3.97"2307 2752 544 5603 None 4 - Trimmer - SPF 1.50"1.50"1.50"575 748/-126 158 1481/- 126 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 - Upper 2 - Uniform (PSF)7' to 11' 6"11'15.0 40.0 -Floor - Upper 3 - Uniform (PLF)0 to 11' 6"N/A 80.0 --Wall - Upper 4 - Uniform (PSF)4' 9" to 11' 6"3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)4' 9" to 11' 6"1'100.0 --Wall - Gable 6 - Point (lb)7'N/A 498 986 - Linked from: Main Level FLR Girder, Support 2 7 - Point (lb)4' 9"N/A 459 -289 Linked from: Bedroom #2 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, Great Room Back Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 18 / 37 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 5/26/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 19 / 37 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 Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1413 None 2 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1413 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Side Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 20 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1314 @ 1 1/2"3825 (3.00")Passed (34%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1065 @ 2' 11 3/4"2872 Passed (37%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)1421 @ 1' 10 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.004 @ 1' 10 13/16"0.127 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.010 @ 1' 10 11/16"0.191 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"775 540 1315 None 2 - Trimmer - SPF 4.50"4.50"1.50"1011 789 1800 None 3 - Trimmer - SPF 4.50"4.50"1.50"1011 789 1800 None 4 - Trimmer - SPF 3.00"3.00"1.50"775 540 1315 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)11' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 11' 9"3'15.0 35.0 floor 2 - Uniform (PLF)0 to 11' 9"N/A 80.0 -wall 3 - Uniform (PSF)0 to 1' 10 1/2"3'20.0 35.0 Snow - Main 4 - Uniform (PSF)9' 10 1/2" to 11' 9"3'20.0 35.0 Snow - Main 5 - Uniform (PSF)0 to 1' 10 1/2"1'100.0 -Wall - Gable 6 - Uniform (PSF)9' 10 1/2" to 11' 9"1'100.0 -Wall - Gable 7 - Point (lb)1' 10 1/2"N/A 710 446 Linked from: Owner's Suite Window, Support 1 8 - Point (lb)9' 10 1/2"N/A 710 446 Linked from: Owner's Suite Window, Support 2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Back Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 21 / 37 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 5/26/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 22 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2792 @ 0 2869 (1.50")Passed (97%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1415 @ 10 3/4"4308 Passed (33%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1725 @ 7 5/8"5919 Passed (29%)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 Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1084 45 1708 2837 None 2 - Trimmer - SPF 1.50"1.50"1.50"827 45 1311 2183 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 2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --wall 3 - Uniform (PSF)7 1/2" to 2' 3"23'18.0 -35.0 roof 4 - Point (lb)7 1/2"N/A 1000 -1711 Linked from: Wdw Hdr Owner's Bath, 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bathroom Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 23 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2303 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)893 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1642 @ 1' 8"3431 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 None 2 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 4" o/c Bottom Edge (Lu)3' 4" o/c Dead Floor Live Vertical Loads Location 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 24 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)19228 @ 3 3/4"20672 (5.25")Passed (93%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)18774 @ 2' 1 1/4"22943 Passed (82%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)50714 @ 3'81355 Passed (62%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.048 @ 3'0.283 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.123 @ 3'0.425 Passed (L/827)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.25"5.25"4.88"11799 2802 7103 21704 None 2 - Trimmer - SPF 6.00"6.00"2.90"6341 1295 4699 12335 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 9" 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)3' to 9' 2 1/4"13' 3"20.0 -35.0 Snow - Garage 2 - Uniform (PSF)0 to 3'4'20.0 -35.0 Snow - Garage 3 - Point (lb)3'N/A 15979 4097 8512 Roof Girder 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 8' OHD 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 25 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1951 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1662 @ 1' 2 7/8"9878 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7929 @ 8' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.325 @ 8' 4 1/2"0.550 Passed (L/608)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.542 @ 8' 4 1/2"0.825 Passed (L/366)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None 2 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 7" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 26 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1444 @ 0 1913 (1.50")Passed (76%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1007 @ 10 3/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2137 @ 2' 11 1/2"3431 Passed (62%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.035 @ 2' 11 1/2"0.197 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.049 @ 2' 11 1/2"0.296 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"409 1035 1444 None 2 - Trimmer - SPF 1.50"1.50"1.50"409 1035 1444 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 11" o/c Bottom Edge (Lu)5' 11" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 11"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 11"8' 9"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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Entry Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 27 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1810 @ 1 1/2"3825 (3.00")Passed (47%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1242 @ 1' 1/4"2498 Passed (50%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2720 @ 3' 3"3431 Passed (79%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.050 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.069 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"510 1300 1810 None 2 - Trimmer - SPF 3.00"3.00"1.50"510 1300 1810 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 Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 6"10'15.0 40.0 Floor - Upper 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Office Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 28 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1542 @ 0 2869 (1.50")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)314 @ 10 3/4"4308 Passed (7%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)867 @ 1' 1 1/2"5919 Passed (15%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.002 @ 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 Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"636 45 906 1587 None 2 - Trimmer - SPF 1.50"1.50"1.50"636 45 906 1587 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 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Side Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 29 / 37 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 Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1583 None 2 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1583 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Pantry Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 30 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1456 @ 0 1913 (1.50")Passed (76%)--1.0 D + 1.0 L (All Spans) Shear (lbs)692 @ 10 3/4"2498 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1243 @ 1' 8 1/2"3431 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"704 752 179 1635 None 2 - Trimmer - SPF 1.50"1.50"1.50"704 752 179 1635 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c Dead Floor Live Snow Vertical Loads Location 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Hall Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 31 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2570 @ 0 2869 (1.50")Passed (90%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1342 @ 10 3/4"4308 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2409 @ 1' 10 1/2"5919 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.009 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.015 @ 1' 10 1/2"0.188 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1060 75 1509 2644 None 2 - Trimmer - SPF 1.50"1.50"1.50"1060 75 1509 2644 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 9" o/c Bottom Edge (Lu)3' 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 3' 9"N/A 10.6 ---- 1 - Uniform (PSF)0 to 3' 9"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 9"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 9"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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 32 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11872 @ 4"12272 (5.50")Passed (97%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"5.32"3472 8400 11872 Blocking 2 - Stud wall - SPF 5.50"5.50"5.32"3472 8400 11872 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 -- 1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 floor 2 - Point (lb)0 (Front)N/A 1736 4200 Linked from: Flush Beam Dining, Support 1 3 - Point (lb)15' (Front)N/A 1736 4200 Linked from: Flush Beam Dining, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Flush Bar (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 33 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8136 @ 8' 6"11419 (4.50")Passed (71%)--1.0 D + 1.0 L (All Spans) Shear (lbs)7245 @ 7' 4 5/8"8590 Passed (84%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)16285 @ 6' 3"15953 Passed (102%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.181 @ 4' 6"0.275 Passed (L/548)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.318 @ 4' 5 7/8"0.412 Passed (L/312)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 4.50"4.50"2.59"2874 3696 422 6992 None 2 - Trimmer - SPF 4.50"4.50"3.21"3441 4694 483 8618 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6" o/c Bottom Edge (Lu)8' 9" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 13.0 ---- 1 - Uniform (PSF)6' 3" to 8' 9"10'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 6' 3"8'15.0 40.0 -Floor - Main Level 3 - Uniform (PLF)0 to 8' 9"N/A 90.0 --Wall - Main Level 4 - Point (lb)6' 3"N/A 498 986 - Linked from: Stairs FLR Girder, Support 2 5 - Point (lb)2' 3"N/A 1484 1652 361 Linked from: Great Room Back Window, Support 2 6 - Point (lb)6' 3"N/A 2307 2752 544 Linked from: Great Room Back Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Window 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 34 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3793 @ 1 1/2"7613 (3.00")Passed (50%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2985 @ 1' 1/2"6872 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)7384 @ 4' 3"10422 Passed (71%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.141 @ 4' 3"0.275 Passed (L/701)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.291 @ 4' 3"0.412 Passed (L/340)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1926 1700 789 4415 None 2 - Trimmer - SPF 3.00"3.00"1.50"1926 1700 789 4415 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 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"3'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 8' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)2' 3"N/A 1011 -789 Linked from: Dining Room Back Window, Support 2 5 - Point (lb)6' 3"N/A 1011 -789 Linked from: Dining Room Back Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bar Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 35 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5544 @ 5' 4 1/2"7613 (3.00")Passed (73%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3699 @ 1' 2 7/8"8590 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)7281 @ 2' 7 9/16"15953 Passed (46%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.044 @ 2' 8 3/4"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.074 @ 2' 8 3/4"0.262 Passed (L/857)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.98"1937 3090 255 5282 None 2 - Trimmer - SPF 3.00"3.00"2.18"2179 3365 318 5862 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' 3"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)1' 9" to 5' 6"11' 3"15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)1' 9" to 5' 6"N/A 80.0 --Wall - Upper Level 5 - Uniform (PSF)1' 9" to 5' 6"3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)1' 9" to 5' 6"1'100.0 --Wall - Gable 7 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 8 - Point (lb)1' 9"N/A 704 752 179 Linked from: Dining Room Hall Door, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #5 Window 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 36 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1813 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans) Shear (lbs)759 @ 10 3/4"2498 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1397 @ 1' 6 1/2"3431 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 None 2 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Vertical Loads Location 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 5/26/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Door Hdr Mech/Storage 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 6/3/2021 8:03:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 18237 Glacier Way, Lakeville, MN Topaz - Maverick Custom 18237 Glacier Way, Lakeville, MN 6/3/21; #24914 Page 37 / 37 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 * If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillemn.gov “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) KP X06/10/21