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Home My WebLink AboutLA187943 - 17780 Eclipse Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 1/11/21 DM RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT 10' - 9 3/8"VINYL BOARD& BATTEN TYP. @ FRONTSEE COLUMN DETAILSHEET A-501ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING TYP.6" SMARTSIDE TRIMTYP. @ FRONT4 BD. 6" PLANKSSTYLE SHUTTERS 6" BUMPED OUT LOUVERW/ CORBELS3' - 6"CULTURED STONEW/ CONCRETE CAPADDRESS STONE 6" SMARTSIDE FRIEZE BOARD @ FRONT TYP.6" SMARTSIDE STORY BOARD TYP. @ FRONT4" SMARTSIDE WINDOW & DOOR TRIM TYP @ FRONT8" 12"8" 12"7" / 12"4" / 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:POUR: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:12/30/2020 10:48:47 AMTHE HAJI RESIDENCEL22, B7 - PHEASANT RUN 5TH ADD'NLAKEVILLE, MN 55044A-201OTT18712.29.20 TP16581300102111.19.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MADISON39791/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULESA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/19/2021dmathews 24" RETURNS TYP.7" 12"4" 12"8" / 12"8" / 12"7" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.8" 12"7" / 12"6" / 12"7" 12"24" RETURNS TYP.8" / 12"8" / 12"7" 12"7" / 12"6" 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 4:12 & 7:12W/ 6:12 & 8:12 TO MATCH9 ROOF VENTS REQUIRED 2 ROOF VENTS REQUIRED7" / 12"7" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"6" / 12"7" / 12"7" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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:POUR: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:12/30/2020 10:48:48 AMTHE HAJI RESIDENCEL22, B7 - PHEASANT RUN 5TH ADD'NLAKEVILLE, MN 55044A-202OTT18712.29.20 TP16581300102111.19.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MADISON39791/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. 20' - 6"10' - 0"0' - 2"18' - 6"30' - 6"49' - 0"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4"0' - 4"*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY51' - 0"1' - 0"5' - 10"38' - 2"6' - 0"19' - 4"6' - 10"44' - 2"42' - 0"7' - 0"49' - 0"2' - 0"21' - 6"21' - 6"6' - 0"23' - 6"27' - 6"51' - 0"22' - 4"22' - 8"15' - 10"6' - 10"17' - 7 1/4"3' - 10 3/4"3' - 10 3/4"12' - 9 1/4"3' - 9 1/2"8' - 1 1/2"30' - 1"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" 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.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.6' - 3 1/4"15' - 2 3/4"8' - 3 1/4"14' - 4 3/4"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT ANCHOR BOLTS ON EACH SIDE OF BEARING POINT 7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION: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 CODE:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.LEAVE A 12" GAP IN THE FOOTINGFOR PLUMBING17' - 6"12' - 0"12' - 6"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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:POUR: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:12/30/2020 10:48:48 AMTHE HAJI RESIDENCEL22, B7 - PHEASANT RUN 5TH ADD'NLAKEVILLE, MN 55044A-401OTT18712.29.20 TP16581300102111.19.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MADISON39791/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDFURNACESUMPW. H.15' - 10"6' - 10"20' - 6"10' - 0"18' - 6"30' - 6"49' - 0"6' - 0"38' - 2" (BRACED WALL LINE SPACING)1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"1' - 0"5' - 10"BEDROOM #523' - 6"27' - 6"6' - 0"21' - 6"21' - 6"2' - 0"SET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 19' - 4"22' - 8"15' - 0"2/6 x 6/845/0 x 6/892/4 x 6/824' VANITY2/8 x 6/85F. D.MECHANICALBATHUNEXCAVATEDFAMILY ROOM2/8 x 6/8513' - 0"29' - 0"CO DET.SMOKEDET.SMOKEDET.44' - 2"6' - 10"42' - 0"INSULATE BETWEEN WALL & SLAB51' - 0"22' - 4"R & SH. @ 68"267' - 0"10' - 6"6' - 0"6' - 0"4' - 9"7' - 9"21' - 6"16' - 8"92-2x102-9 1/2" LSLFLUSH2-9 1/2" LSL3-9 1/2" LVL W/4 TRIMMERS 4' - 6"5' - 10"9' - 0"17' - 10"3' - 8"3' - 8"13' - 0"4' - 0"7' - 4"8' - 0"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT ANCHOR BOLTS ON EACH SIDE OF BEARING POINT 7' - 3"1' - 11"7' - 6"4' - 0" B.W.P.4' - 0" B.W.P.3' - 9" B.W.P.3-2x6*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 12' - 6"12' - 0"17' - 6"7' - 0"42' - 0" (BRACED WALL LINE SPACING)18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2x6STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE6/0 x 6/8SLIDER11AIR EX.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 NOTES51' - 0"3' x 4' F.G.SHWR W/SURROUND3-11 7/8" LSL FLUSH3-2x62-2x103-2x63-2x63-2x649' - 0"2' - 8" B.W.P.2' - 8" B.W.P.17' OFBRACEDWALLREQUIRED17' OFBRACEDWALLREQUIRED1/4" = 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:POUR: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:12/30/2020 10:48:48 AMTHE HAJI RESIDENCEL22, B7 - PHEASANT RUN 5TH ADD'NLAKEVILLE, MN 55044A-402OTT18712.29.20 TP16581300102111.19.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MADISON3979FAN UP 17RDN 16RDN 3RDN 3R17' - 6"12' - 0"12' - 6"OFFICESINKDW7/0 x 8/0OPG.1218' - 6"30' - 6"20' - 6"10' - 0"49' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"11' - 1"7' - 5"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 OTHERWISE16' x 7' O.H.GARAGEDOOR142/8 x 6/8FIRE RATED616' - 0"7' - 0"23' - 0"42' - 0"7' - 0"6' - 0"8' - 11"4' - 1"8' x 7' O.H.GARAGEDOOR13GARAGE23' - 0"KNEE WALL W/ 14" SPINDLES @ 6' -10" H.H.ABOVE LANDINGSEE COLUMN DETAILSHEET A-5012' - 0"21' - 6"21' - 6"6' - 0"6' - 0"38' - 0"6' - 0"1' - 0"4' - 6"5' - 10"0' - 10"7' - 10"24" CANT. ABOVE 9' - 9"7' - 9"6' - 0"6' - 0"6' - 0"6' - 6"4' - 1 1/4"4' - 0"3' - 2"2' - 6"2/4 x 6/822/4 x 6/822/4 x 6/8236" REFMUD ROOMCLOSETKITCHENDINING0' - 4 1/2" TYP.GAS F.P.EQEQ3/0 x 6/8 W/12" D.S. SL'S711' - 0"12' - 0"3' - 5"11' - 0"7' - 1"16' - 6"5' - 6"0' - 6"PORCHPED. SINK0' - 10"10' - 3"27' - 6"23' - 6"GREAT ROOMFOYER12' - 10"3' - 8"3' - 8"17' - 10"1212121172' - 0"19' - 0"5' - 0"GIRDER TRUSS 2-11 7/8" LVL2-11 7/8" LSL 2-2x12 2-2x8 DROPPED CONT. 2-2x10 W/2 TRIMMERS 2-9 1/2" LSL2-2x10 2-9 1/2" LSL CONT. W/2 TRIMMERS EA. SIDE2-9 1/2" LSL2-2x10 W/2 TRIMMERS5' - 11 1/4"4' - 2"7' - 2"0' - 10"5' - 2"6' - 0"4' - 10"5x5 PSL5x7 PSL3-2x6 11' - 2"5' - 0"2' - 10"3' - 10"2' - 2"(5) 16" SH.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.B.W.P.2' - 8"4' - 0" B.W.P.4' - 0" B.W.P.1' - 6" B.W.P.B.W.P.2' - 3"B.W.P.2' - 3"B.W.P.2' - 8"B.W.P.2' - 6"4' - 0" B.W.P.4' - 0" B.W.P.2' - 3" B.W.P.4' - 0" B.W.P.2x620" FLOOR TRUSSESPER MFG. SPACINGGIRDER TRUSS36" COOKTOP W/ WOOD HOOD ABOVE PAINTED CABINETS 12" FLUSH SANCK BARR & SH. @ 68"BENCH W/HOOKSPORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS 4U.C. LIGHTU.C. LIGHTU.C. LIGHTU.C. LIGHTU.C. LIGHTOVEN /MICRO2-2x10 FLUSH5' - 0"6' - 2"2/6 x 6/8412' - 8"3' - 10"2-9 1/2" LSL20" BUILT-IN20" BUILT-IN14142-2x10 2-2x10 R & SH. @ 68"TECH TUBE OVER FIREPLACE 10"x10" GYP. BD SOFFIT3-2X6KNEE WALL W/14" SPINDLES 4' - 0"6' - 0"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.8MFG. ROOF TRUSSES@ 24" O.C.51' - 0"4' - 4"17' - 8"22' - 0"44' - 0"7' - 0"FRAME WINDOW SILL @ 44" A.F.FPANTRYPOWDER49' - 0"6/0 x 6/8SLIDER11CS-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 NOTES51' - 0"2-2x102-2x62-2x63-2x63-2x63-11 7/8" LSL FLUSH2-2x1045' - 0" (BRACED WALL LINE SPACING)43' - 0" (BRACED WALL LINE SPACING)45' - 0" (BRACED WALL LINE SPACING)43' - 0" (BRACED WALL LINE SPACING)2' - 8" B.W.P.2' - 8" 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:POUR: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:12/30/2020 10:48:49 AMTHE HAJI RESIDENCEL22, B7 - PHEASANT RUN 5TH ADD'NLAKEVILLE, MN 55044A-403OTT18712.29.20 TP16581300102111.19.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MADISON3979Temper ifglass within36" of landingFANVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.BWPsAbove DN 17RLOFT42' - 0" (BRACED WALL LINE SPACING)7' - 10 1/8"9' - 7 7/8"6' - 0"6' - 0"5' - 6"7' - 0"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS12' - 0"7' - 0"23' - 0"2/8 x 6/852/6 x 6/846' VANITY8'-10" VANITY18" LINEN2/4 x 6/823.5:12BEDROOM #4EN SUITEOWNER'S SUITE40' - 0"6' - 0"6' - 0"36' - 6"1' - 6"2' - 0"46' - 0"KNEE WALL W/ 14" SPINDLES 17' - 10"3' - 8"3' - 8"14' - 10"4' - 6"5' - 10"31' - 8"1511051312/8 x 6/852/6 x 6/842/4 x 6/823.5:122-2x102-2x102-9 1/2" LSL2-2x102-2x102-2x102-2x1042' - 0" (BRACED WALL LINE SPACING)11' - 6"8' - 0"17' - 0"6' - 0"6' - 0"3' - 5"3' - 7"2' - 6"20' - 6"21' - 6"18' - 6"KNEE WALL W/14" SPINDLES 7' - 3 1/4"5' - 0"6' - 10"6' - 0"5' - 9"5' - 7 3/4"10' - 4"5' - 3"3' - 1"1' - 8"2' - 3"1' - 1 1/4"4' - 2"2' - 6"1' - 9"10' - 4 3/4"15' - 4"3' - 3"2' - 3"6' - 6"2' - 6"1' - 0"11' - 2"11' - 7 3/4"3' - 6 1/2"2' - 10"6' - 1 1/2"4' - 6"1' - 4 1/4"1' - 1 3/4"10' - 10 1/4"GLASS PANEL B.W.P.2' - 8"SMOKEDET.2/8 x 6/85FOLDING COUNTEROPEN TO BELOW 6' - 0"5' - 2"3' - 6"1' - 8"4' - 10"5' - 6"5' - 0"2/6 x 6/842/4 x 6/825' TUB/SHWR(5) 16" SH.3' - 1"0' - 6"2/4 x 6/823' LINENR & SH. @ 68"FAN/LIGHTSMOKEDET.BEDROOM #282-2x10VAULT LINE 3-2x6GIRDER TRUSS3-2x6CLOSETLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.17' - 6"12' - 0"12' - 6"1346' - 0"3' x 5' TUB W/ TILEDECK5' VANITY60" F.G. BASEW/ C.T. WALLS(1) SHAMPOO SHELF2x6R & SH.BEDROOM #32/4 x 6/82J&J BATH2x64/0 x 6/8 BF82/4 x 6/82PRINCESS BATH2/4 SHWRDR.160" F.G. BASEW/ C.T. WALLSR & SH.R & SH.5/0 x 6/8 BF104/0 x 6/8 BF82/4 x 6/8PKT3CS-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 NOTESSINKWASHERDRYERGIRDERTRUSS3-2x63-2x62-2x10B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"39' - 0" (BRACED WALL LINE SPACING)39' - 0" (BRACED WALL LINE SPACING)B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 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:POUR: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:12/30/2020 10:48:49 AMTHE HAJI RESIDENCEL22, B7 - PHEASANT RUN 5TH ADD'NLAKEVILLE, MN 55044A-404OTT18712.29.20 TP16581300102111.19.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MADISON39791/4" = 1'-0"A-4041UPPER FLOOR PLANTEMPTemper if within60" of floorFANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTWATCH 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 PLATE HEIGHT 8' - 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 INSULATIONTHE 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:POUR: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:12/30/2020 10:48:49 AMTHE HAJI RESIDENCEL22, B7 - PHEASANT RUN 5TH ADD'NLAKEVILLE, MN 55044A-501OTT18712.29.20 TP16581300102111.19.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MADISON39791/2" = 1'-0"A-5012TYP. COLUMNWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 3 6048 SL 5' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"3 WINDSOR NEXT DIMENSION 1 3636 SL 3' - 0" 3' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"7 WINDSOR NEXT DIMENSION 1 4860 PIC 4' - 0" 5' - 0" 12' - 10"8 WINDSOR NEXT DIMENSION 2 4242 SL 3' - 6" 3' - 6"9 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"10 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 1 21-42-2160 SL 7' - 0" 5' - 0"6' - 10"12 WINDSOR NEXT DIMENSION 3 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"13 WINDSOR NEXT DIMENSION 1 3648 PIC. TEMP 3' - 0" 4' - 0" 6' - 10"14 WINDSOR NEXT DIMENSION 2 2424 AWN FIXED 2' - 0" 2' - 0" 6' - 10"15 WINDSOR NEXT DIMENSION 1 3648 CSMT E 3' - 0" 4' - 0" 6' - 10"3/8" = 1'-0"A-5013TYP. WALL SECTIONROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOORING AREA PLATE HEIGHT COMMENTSLOWER FLOOR STAIRWAY 72 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 193 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 645 SF 8' - 2" .LOWER FLOOR MECHANICAL UNFINISHED 131 SF 8' - 2" MECHANICALS MAY VERYLOWER FLOOR BATH VINYL 48 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 125 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM CARPET 256 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 644 SF 10' - 9 3/8"MAIN FLOOR PORCH CONCRETE 111 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 60 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 30 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 172 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 255 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 18 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 153 SF 9' - 1 1/8" .UPPER FLOOR LOFT CARPET 293 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 141 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 250 SF 8' - 1 1/8" VAULTEDUPPER FLOOR BEDROOM #2 CARPET 172 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CONCRETE 65 SF 8' - 1 1/8" .UPPER FLOOR J&J BATH VINYL 68 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE VINYL 165 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 61 SF 8' - 1 1/8"UPPER FLOOR PRINCESS BATH VINYL 57 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/4 SHWR DR. 12 2/4 x 6/8 103 2/4 x 6/8 PKT 14 2/6 x 6/8 55 2/8 x 6/8 56 2/8 x 6/8 FIRE RATED 17 3/0 x 6/8 W/ 12" D.S. SL'S 18 4/0 x 6/8 BF 29 5/0 x 6/8 110 5/0 x 6/8 BF 111 6/0 x 6/8 SLIDER 212 7/0 x 8/0 OPG. 113 8' x 7' O.H. GARAGE DOOR 114 16' x 7' O.H. GARAGE DOOR 13" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM: 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)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 FOUNDATIONANCHOR 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 PLANS0' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSFASTEN 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 PORTALALL 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 TRUSSTHE 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:POUR: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:12/30/2020 10:48:50 AMTHE HAJI RESIDENCEL22, B7 - PHEASANT RUN 5TH ADD'NLAKEVILLE, MN 55044A-502OTT18712.29.20 TP16581300102111.19.20 CB8'-1 1/8"9'-1 1/8"8'-4"THE MADISON39791/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5024TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5025BEARING WALL SECTION3/8" = 1'-0"A-5026METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5027GARAGE CEILING Second Floor Member Name Results Current Solution Comments Owners Suite Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #4 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Main Floor Member Name Results Current Solution Comments Great Room Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Room Patio Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Kitchen Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mudroom Entry Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Beam over Garage (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Garage 8' OHD Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Front Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Office Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Beam over Front Porch (H)Passed 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Beam over Foyer (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Dining (H)Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Basement Member Name Results Current Solution Comments Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Patio Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Window Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Flush Beam at Stairs (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Family (H)Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 17780 Eclipse Ave, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 1 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4836 @ 1 1/2"7613 (3.00")Passed (64%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3651 @ 1' 1/2"7902 Passed (46%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9681 @ 4' 3"11985 Passed (81%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.220 @ 4' 3"0.275 Passed (L/450)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.349 @ 4' 3"0.412 Passed (L/283)--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"1.91"1787 3049 4836 None 2 - Trimmer - SPF 3.00"3.00"1.91"1787 3049 4836 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 10" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 6"20' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Second Floor, Owners Suite Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 2 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3120 @ 1 1/2"3825 (3.00")Passed (82%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1962 @ 1' 1/4"2872 Passed (68%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3909 @ 2' 9"3946 Passed (99%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.044 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.070 @ 2' 9"0.262 Passed (L/900)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.45"1147 1973 3120 None 2 - Trimmer - SPF 3.00"3.00"2.45"1147 1973 3120 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)1' 5" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 6"20' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Second Floor, Bedroom #2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 3 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1844 @ 0 1913 (1.50")Passed (96%)--1.0 D + 1.0 S (All Spans) Shear (lbs)827 @ 10 3/4"2872 Passed (29%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1498 @ 1' 7 1/2"3946 Passed (38%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.007 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.010 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"678 1166 1844 None 2 - Trimmer - SPF 1.50"1.50"1.50"678 1166 1844 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 3" o/c Bottom Edge (Lu)3' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 3"20' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Second Floor, Bedroom #4 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 4 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9750 @ 3' 11 1/4"11419 (4.50")Passed (85%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)3050 @ 2' 11 1/2"7902 Passed (39%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)-2994 @ 3' 11 1/4"11985 Passed (25%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Defl. (in)0.019 @ 1' 11 15/16"0.127 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.032 @ 1' 11 11/16"0.191 Passed (L/999+)--1.0 D + 0.75 L + 0.75 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. 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"1215 806/-167 1462 3483/- 167 None 2 - Trimmer - SPF 4.50"4.50"3.84"4174 2934 4501 11609 None 3 - Trimmer - SPF 4.50"4.50"1.50"840 2017 -486 2857/- 486 None 4 - Trimmer - SPF 3.00"3.00"1.50"392 668/-128 82 1142/- 128 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 Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 9"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5'11'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)5' to 11' 9"9'15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 11' 9"N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 3' 6"20' 6"20.0 -35.0 Snow - Main 5 - Point (lb)3' 6"N/A 1787 -3049 Linked from: Owners Suite Window, Support 1 6 - Point (lb)5'N/A 600 1200 -Floor 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 NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Great Room Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 5 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1498 @ 1 1/2"3825 (3.00")Passed (39%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)918 @ 1' 1/4"2498 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2012 @ 3' 3"3431 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.021 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.057 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"949 390 341 1680 None 2 - Trimmer - SPF 3.00"3.00"1.50"949 390 341 1680 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 6' 6"3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Main 4 - Uniform (PLF)0 to 6' 6"N/A 100.0 --Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Dining Room Patio Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 6 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1304 @ 0 3806 (1.50")Passed (34%)--1.0 D + 1.0 L (All Spans) Shear (lbs)666 @ 11"6872 Passed (10%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1222 @ 1' 10 1/2"10422 Passed (12%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.009 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.013 @ 1' 10 1/2"0.188 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"479 825 1304 None 2 - Trimmer - SPF 1.50"1.50"1.50"479 825 1304 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 Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 3' 9"11'15.0 40.0 Floor - Upper Level 2 - Uniform (PLF)0 to 3' 9"N/A 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 NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Kitchen Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 7 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2132 @ 1 1/2"3825 (3.00")Passed (56%)--1.0 D + 1.0 L (All Spans) Shear (lbs)826 @ 1' 1/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1520 @ 1' 8"3431 Passed (44%)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)0.009 @ 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"1.67"590 1542 2132 None 2 - Trimmer - SPF 3.00"3.00"1.67"590 1542 2132 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 4" o/c Bottom Edge (Lu)3' 4" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 4"23' 1 1/2"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 NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Mudroom Entry Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 8 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4152 @ 5 1/2"4152 (1.58")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3594 @ 1' 5 3/8"9081 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)15268 @ 7' 9 3/4"20525 Passed (74%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.262 @ 7' 9 3/4"0.368 Passed (L/673)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.651 @ 7' 9 3/4"0.735 Passed (L/271)--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. • 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 - Hanger on 11 7/8" SPF beam 5.50"Hanger¹1.58"2628 313 1777 4718 See note ¹ 2 - Trimmer - SPF 5.50"5.50"1.71"2592 308 1749 4649 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 2" o/c Bottom Edge (Lu)15' 1" 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 Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)5 1/2" to 15' 6"N/A 12.1 ---- 1 - Uniform (PSF)0 to 15' 6" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 15' 6" (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 15' 6" (Front)3'20.0 -35.0 Snow - Main 4 - Uniform (PLF)0 to 15' 6" (Front)N/A 100.0 --Wall - Gable 5 - Uniform (PSF)0 to 15' 6" (Front)3' 6"20.0 -35.0 Snow - Garage Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Flush Beam over Garage (V) 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 9 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1197 @ 1 1/2"3825 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)872 @ 1' 2 1/4"3493 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2470 @ 4' 4 1/2"5306 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.025 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.064 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"737 459 1196 None 2 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 9" o/c Bottom Edge (Lu)8' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 8.6 -- 1 - Uniform (PSF)0 to 8' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 8' 9"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Garage 8' OHD 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 10 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--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"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Garage 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 11 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2474 @ 1 1/2"3825 (3.00")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1478 @ 1' 1/4"2498 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3087 @ 3'3431 Passed (90%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.035 @ 3'0.192 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.073 @ 3'0.287 Passed (L/943)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.94"1281 960 630 2871 None 2 - Trimmer - SPF 3.00"3.00"1.94"1281 960 630 2871 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' o/c Bottom Edge (Lu)6' o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6'N/A 7.0 ---- 1 - Uniform (PSF)0 to 6'8'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 6'N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 6'3'20.0 -35.0 Snow - Porch 4 - Uniform (PSF)0 to 6'3'20.0 -35.0 Snow - Main 5 - Uniform (PLF)0 to 6'N/A 100.0 --Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Foyer Front Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 12 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3016 @ 1 1/2"7613 (3.00")Passed (40%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2053 @ 1' 1/2"6872 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4980 @ 3' 9"10422 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.073 @ 3' 9"0.242 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.153 @ 3' 9"0.363 Passed (L/570)--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"1567 1275 656 3498 None 2 - Trimmer - SPF 3.00"3.00"1.50"1567 1275 656 3498 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 6" o/c Bottom Edge (Lu)7' 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 7' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 7' 6"8' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 7' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 7' 6"2'20.0 -35.0 Snow - Porch 4 - Uniform (PSF)0 to 7' 6"3'20.0 -35.0 Snow - Main 5 - Uniform (PLF)0 to 7' 6"N/A 100.0 --Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Office Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 13 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2743 @ 11' 1"7013 (5.50")Passed (39%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1209 @ 10' 3"2251 Passed (54%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2527 @ 11' 1"2645 Passed (96%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.149 @ 5' 6 1/16"0.342 Passed (L/828)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.226 @ 5' 5 7/16"0.512 Passed (L/545)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"419 711 1130 None 2 - Stud wall - SPF 5.50"5.50"2.15"1035 1707 2742 Blocking 3 - Trimmer - SPF 5.50"5.50"1.50"306 579 885 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' 11" o/c Bottom Edge (Lu)5' 4" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 11 1/2"N/A 5.5 -- 1 - Uniform (PSF)0 to 12' (Front)4'20.0 35.0 Snow - Porch 2 - Uniform (PSF)12' to 18' 11 1/2" (Front)5'20.0 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 NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Drop Beam over Front Porch (H) 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 14 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3958 @ 7' 5"7613 (3.00")Passed (52%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2858 @ 1' 1"6872 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6934 @ 3' 9 1/2"10422 Passed (67%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.144 @ 3' 9 1/2"0.181 Passed (L/603)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.200 @ 3' 9 1/2"0.363 Passed (L/434)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.50"3.50"1.58"1120 2882 4002 None 2 - Trimmer - SPF 3.00"3.00"1.56"1108 2850 3958 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 7" o/c Bottom Edge (Lu)7' 7" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7' 6 1/2"N/A 10.4 -- 1 - Uniform (PSF)0 to 7' 6 1/2" (Front)19'15.0 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 NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Beam over Foyer (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 15 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4737 @ 1 1/2"11419 (3.00")Passed (41%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3758 @ 1' 2 7/8"12884 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)13625 @ 6'23930 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.235 @ 6'0.294 Passed (L/601)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.331 @ 6'0.587 Passed (L/426)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1377 3360 4737 None 2 - Trimmer - SPF 3.00"3.00"1.50"1377 3360 4737 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' o/c Bottom Edge (Lu)12' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 12'N/A 19.5 -- 1 - Uniform (PSF)0 to 12' (Front)14'15.0 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 NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Floor, Flush Dining (H) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 16 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4527 @ 1 1/2"7613 (3.00")Passed (59%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3542 @ 1' 1/2"6872 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6153 @ 1' 10"10422 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.069 @ 2' 7 7/8"0.175 Passed (L/915)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.100 @ 2' 7 15/16"0.262 Passed (L/631)--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"1.78"1406 3121 -328 4527/- 328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1113 2416 -158 3529/- 158 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 6"9'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)1' 10"N/A 840 2017 -486 Linked from: Great Room 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 NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Basement, Bedroom #5 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 17 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3328 @ 1 1/2"3825 (3.00")Passed (87%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1364 @ 1' 1/4"2498 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2988 @ 3' 3"3431 Passed (87%)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)0.076 @ 3' 3"0.313 Passed (L/989)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.61"1638 1690 341 3669 None 2 - Trimmer - SPF 4.50"4.50"2.67"1665 1740 341 3746 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 8" o/c Bottom Edge (Lu)6' 8" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 7 1/2"N/A 7.0 ---- 1 - Uniform (PSF)0 to 6' 7 1/2"3'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 6' 7 1/2"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 6' 7 1/2"7'10.0 40.0 -Floor - Deck 4 - Point (lb)0 N/A 949 390 341 Linked from: Dining Room Patio Door, Support 1 5 - Point (lb)6' 7 1/2"N/A 949 390 341 Linked from: Dining Room Patio Door, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Basement, Family Room Patio Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 18 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9472 @ 8' 4 1/2"11419 (3.00")Passed (83%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)7163 @ 7' 5 1/2"10898 Passed (66%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)14845 @ 3' 9"17662 Passed (84%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.168 @ 4' 2 1/16"0.275 Passed (L/588)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.300 @ 4' 2 1/16"0.412 Passed (L/330)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.45"4074 3865 3125 11064 None 2 - Trimmer - SPF 3.00"3.00"2.49"4149 3945 3153 11247 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 14.5 ---- 1 - Uniform (PSF)0 to 8' 6"11'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 3' 9"11'15.0 40.0 -Floor - Upper Level 4 - Uniform (PSF)6' 9" to 8' 6"11'15.0 40.0 -Floor - Upper Level 5 - Uniform (PLF)0 to 3' 9"N/A 80.0 --Wall - Upper Level 6 - Uniform (PLF)6' 9" to 8' 6"N/A 80.0 --Wall - Upper Level 7 - Uniform (PSF)0 to 2' 3"20' 6"20.0 -35.0 Snow - Main 8 - Uniform (PSF)7' 6" to 8' 6"20' 6"20.0 -35.0 Snow - Main 9 - Point (lb)2' 3"N/A 1147 -1973 Linked from: Bedroom #2 Window, Support 1 10 - Point (lb)7' 6"N/A 1147 -1973 Linked from: Bedroom #2 Window, Support 2 11 - Point (lb)3' 9"N/A 479 825 - Linked from: Kitchen Window, Support 1 12 - Point (lb)6' 9"N/A 479 825 - Linked from: Kitchen 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 Basement, Family Room Window 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 19 / 22 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 20 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2243 @ 0 2231 (1.50")Passed (101%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1275 @ 11"6872 Passed (19%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2383 @ 2' 1 1/2"10422 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.022 @ 2' 1 1/2"0.106 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.031 @ 2' 1 1/2"0.213 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 Total Accessories 1 - Stud wall - SPF 1.50"1.50"1.51"628 1615 2243 Blocking 2 - Stud wall - SPF 1.50"1.50"1.51"628 1615 2243 Blocking •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 Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 10.4 -- 1 - Uniform (PSF)0 to 4' 3" (Front)19'15.0 40.0 Floor - Main 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 NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Basement, Flush Beam at Stairs (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 21 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9474 @ 3"17128 (4.50")Passed (55%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3660 @ 1' 4 3/8"12884 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)13051 @ 6'23930 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.216 @ 6'0.287 Passed (L/638)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.305 @ 6'0.575 Passed (L/453)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 4.50"4.50"2.49"2754 6720 9474 None 2 - Trimmer - SPF 4.50"4.50"2.49"2754 6720 9474 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' o/c Bottom Edge (Lu)12' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 12'N/A 19.5 -- 1 - Uniform (PSF)0 to 12' (Front)14'15.0 40.0 Floor - Main 2 - Point (lb)0 (Front)N/A 1377 3360 Linked from: Flush Dining (H), Support 1 3 - Point (lb)12' (Front)N/A 1377 3360 Linked from: Flush Dining (H), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 11/19/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Basement, Flush Family (H) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/17/2020 4:27:01 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17780 Eclipse Ave, Lakeville, MN Topaz - The Madison 17780 Eclipse Ave, Lakeville, MN 12/17/2020; #24539 Page 22 / 22 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 * If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillemn.gov “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) 01/19/21 X KP