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Home My WebLink AboutLA211151 - 19614 Harbor Drive-Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov CANNOT HOOK TO CITY SEWER/WATER RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.SEE COLUMN DETAILSHEET A-5016" SMARTSIDE FRIEZE BOARD VINYL LAPSIDING TYP. @ FRONT4" SMARTSIDE TRIM@ WINDOWS & DOORS AT FRONT6" SMARTSIDE STORYBOARDADDRESS STONE6" SMARTSIDECORNER TRIMTYP. @ FRONT 8" 12"8" 12"7" / 12"3' - 6"6" BUMPED OUT LOUVER 66" x 22" W/ 6" CORBELS1' - 4"0' - 6"3' - 6"7" / 12"8" 12"24" RETURN TYP.4" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.8" 12"8" 12"LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED 4" 12"7" / 12"8" 12"24" RETURN TYP.8" / 12"8" / 12"8" / 12"7" 12"0' - 5 1/2"0' - 5 1/2"6x60' - 5 1/2"FRONT VIEWSIDE VIEW 0' - 2"0' - 3 1/2"0' - 3 1/2"0' - 5 1/2"R 0' - 2"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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED4/19/2023 9:39:26 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-201OTT35814401307100337504.19.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3.14.23 CBTHE SAVANNA1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILSA-502 DETAILS1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATION3/4" = 1'-0"A-2015CORBEL DETAILConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/06/2023dmathews*Garage roof framing revisions 4/19/23 dm 9' - 10"18' - 6"40' - 0"0' - 2"20' - 0"20' - 0"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB8'-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.58' - 6"27' - 8"22' - 4"21' - 6"6' - 0"6' - 0"5' - 10"1' - 0"31' - 2"6' - 0"2' - 0"11' - 10"38' - 2"52' - 0"0' - 4"24' - 6"27' - 6"ANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICAL42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY6' - 10"12' - 6"52' - 0"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"8' - 8 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 9 1/4"11' - 10 3/4"9' - 1 1/4"3' - 8"6' - 6 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8' - 2 3/4"19' - 7 1/4"7' - 0"6' - 10 1/2"5' - 3 1/2"11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.7' - 0 3/4"20' - 7 1/4"19' - 4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY7' - 9 1/4"8' - 2 3/4"16' - 0"15' - 0"16' - 0"47' - 0"11' - 6"58' - 6"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBINGLANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.13' - 6"17' - 8"(SITE VERIFY)6' - 0"6'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2' - 9 1/4"13' - 2 3/4"64" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY24" x 24" x 12" CONCRETE FTG.UNREINFORCED1' - 9 1/4"22' - 8 3/4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED4/19/2023 9:39:27 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-401OTT35814401307100337504.19.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3.14.23 CBTHE SAVANNA1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UNEXCAVATEDMECHANICAL /STORAGE9' - 10"20' - 0"20' - 0"0' - 2"18' - 6"40' - 0"6' - 0"31' - 2"1' - 0"5' - 10"6' - 0"11' - 11"19' - 3"7' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED16' - 0"15' - 0"16' - 0"52' - 0"52' - 0"SET ON SILl 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 0"7' - 0"7' - 6"7' - 6"11' - 0"5' - 0"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB0' - 4"58' - 6"5' - 9"8' - 2 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.6' - 0"11' - 5"4' - 4"6' - 7"48" F.G. SHWR6'-6" VANITYBATH2x6FURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 38' - 2"11' - 10"2' - 0"22' - 4"21' - 6"6' - 0"24' - 6"27' - 6"19' - 4"CO DET.SMOKEDET.2-14" LVL FLUSH2-2x10 2-11 7/8" LVL 3-2x104-2X64-2X65x5 PSLNO PLATES 2-2x10 FLUSH1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"SMOKEDET.W. H.2-2x10F. D.2-2x107' - 6"11' - 10"B.W.P.4' - 0"B.W.P.2' - 8"CS-WSP2' - 6" B.W.P.3-2x1012/4 x 6/8R.O. 2' -6" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING32/6 x 6/8R.O. 2' -8" x 6' -11"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 NOTES6' - 10"12' - 6"27' - 8"3 TRIMMERS2 TRIMMERS4-2x68040E NVGE15R.O. 8' -0" x 4' -0"H.H. 6' -10"5036E NVG113R.O. 5' -0" x 3' -6"H.H. 6' -10"4030 NVPWG TEMP.10R.O. 4' -0" x 3' -0"H.H. 11' -8"FROM LOWER FLOOR47' - 0"11' - 6"58' - 6"MECHANICAL CHASE ABOVE 12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET4' - 2"7' - 8"ANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICALLANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.106/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"3-2x63-2x62 TRIMMERS 2 TRIMMERS 34' - 0" (BRACED WALL LINE SPACING)47' - 0" (BRACED WALL LINE SPACING)CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.17'-8" OF WALL BRACINGREQUIRED. BRACE TO FOUNDATIONOR UNTIL MINIMUM IS METTHE 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED4/19/2023 9:39:28 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-402OTT35814401307100337504.19.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3.14.23 CBTHE SAVANNA1/4" = 1'-0"A-4021LOWER FLOOR PLANFAN 38' - 0"12' - 0"2' - 0"47' - 0"11' - 6"36" REFSINKDWPORCH20' - 0"20' - 0"2' - 0"16' - 0"2' - 0"2' - 0"16' - 0"2' - 0"52' - 0"16' - 0"15' - 0"16' - 0"GARAGE28' - 0"11' - 6"4' - 0"4' - 6"7' - 8"5' - 0"24' - 6"27' - 6"52' - 0"FOYERGREAT ROOM8" BOX VAULTDININGEQEQ10' - 0"KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"7' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILSHEET A-501ATTICACCESS6' - 0"21' - 6"18' - 6"40' - 0"6' - 0"31' - 0"1' - 0"6' - 0"6' - 0"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"0' - 11 3/4"3' - 10"6' - 10"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESSOVEN /MICRO5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"2' - 9 3/4"4' - 10"7' - 0"16" SH.12" SH.PANTRYCLOSETFLEX ROOM9' - 0"4' - 7"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.2' - 10"13' - 2"6' - 0"9' - 0"7' - 0"7' - 6"7' - 6"2' - 0"9' - 6"4' - 6"1' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDER22' - 0"KITCHENPOWDER3-2x6 TRIMMERS3-2x6 TRIMMERS4-2x63-11 7/8" LSLFLUSHCONTINUOUS5x5 PSLNO PLATES GIRDER TRUSSGIRDER TRUSS5x7 PSL NO PLATES 2-11 7/8" LSL3-11 7/8" LSL4-2x62-9 1/2" LSL DROPPED2-2x102-2x102-2x102-2x103-2x102-2x10FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHPFH2' - 0"PFH2' - 0"PFH2' - 0"R-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x123-2x62-2x10 W/ 2 TRIMMERS EA. SIDE 6'-10" ABOVE LANDINGRECYCLE7' - 2"11' - 10"MUD RM.12' - 0"7' - 0"3-14" LVL FLUSH58' - 6"12' - 6"11' - 4"END PANEL39"x73" FRIG RECESS2' - 9"4' - 0"11' - 9"2-9 1/2" LSLR & SH.STAGGERED UPPERS20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING52/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"62/8 x 6/8 FULL VIEWR.O. 2' -10" x 6' -11"83/0 x 6/8 W/ 12" D.S. SL'S22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"72/8 x 6/8 OPG.1216' x 8' O.H. GARAGE DOOR1216' x 8' O.H. GARAGE DOOR2-2x10 W/2 TRIMMERS 2-11 7/8' LSL FLUSH3-11 7/8' LVL FLUSHHHUS5.50/10MFG. ROOF TRUSSES@ 24" O.C.2' - 9"3' - 3"-55" LINEAR ELECTRIC FIREPLACE -SET 18" ABOVE FINISHED FLOOR 3-2x10CS-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 NOTES2-2x1020" FLOOR TRUSSESPER MFG. SPACING1' - 0"10' - 1 3/4"2' - 6 7/8"2' - 9"3' - 3"11' - 9"6' - 6 3/8"3650 NVPWG/3620 NVA1 TEMP.9R.O. 3' -6" x 6' -111/2"H.H. 8' -0"3050 NVH17R.O. 3' -0" x 5' -0"H.H. 6' -10"3060E NVH28R.O. 6' -0" x 6' -0"H.H. 8' -0"2640 NVH15R.O. 2' -6" x 4' -0"H.H. 6' -10"4040 NVPWG TEMP.11R.O. 4' -0" x 4' -0"H.H. 11' -10"3016 NVPWG6R.O. 3' -0" x 1' -6"H.H. 8' -0"3016 NVPWG6R.O. 3' -0" x 1' -6"H.H. 8' -0"3050 NVH17R.O. 3' -0" x 5' -0"H.H. 6' -10"FROM MAIN FLOOR119/0 x 6/8 SLIDERR.O. 8' -11 3/4" x 6' -8"58' - 6"U.C. LIGHTS U.C.LIGHTS U.C. LIGHTS U.C.LIGHTS 12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.3060E NVH28R.O. 6' -0" x 6' -0"H.H. 8' -0"3016 NVPWG6R.O. 3' -0" x 1' -6"H.H. 6' -10"OPTIONAL WINDOW SEAT W/ BEAD BOARD FACE 20" FLOOR TRUSSESPER MFG. SPACINGBENCH W/BEAD BD.0' - 8"5' - 4"6' - 0"3'-6" VANITYR & SH.2x4 TURNED PFH2' - 0"TYP.2' - 0"993050 NVH17R.O. 3' -0" x 5' -0"H.H. 6' -10"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE5' - 11 1/4"2' - 7"12/4 x 6/8R.O. 2' -6" x 6' -11"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.5x7 PSL NO PLATES 2-2x102-2x102-9 1/2" LSL CONT.3-2x63-2x62x611' - 6" (BRACED WALL LINE SPACING)47' - 0" (BRACED WALL LINE SPACING)24' - 6" (BRACED WALL LINE SPACING)9' - 6" (BRACED WALL LINE SPACING)13' - 0" (BRACED WALL LINE SPACING)40' - 0" (BRACED WALL LINE SPACING)18' - 6" (BRACED WALL LINE SPACING)24' - 6" (BRACED WALL LINE SPACING)22' - 6" (BRACED WALL LINE SPACING)CS-WSP8' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP6' - 0" B.W.P.CS-PF3' - 0" B.W.P.CS-PF2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP5' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP6' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.SHEATHING UNDERGYP. BD. FOR WALLBRACING REQUIREMENTSMETHOD G.B.4' - 0" BOTH SIDESMETHOD G.B.4' - 0" BOTH SIDESMETHOD G.B.8' - 0" BOTH SIDESMETHOD G.B.4' - 0" BOTH SIDESGIRDER TRUSS4-2x6MFG. ROOF TRUSSES@ 24" O.C.GIRDER TRUSSGIRDER TRUSS4-2x6MFG. ROOF TRUSSES@ 24" O.C.2-2x61/4" = 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED4/19/2023 9:39:30 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-403OTT35814401307100337504.19.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3.14.23 CBTHE SAVANNABWPsAboveFAN 16' - 0"15' - 0"8' - 0"2' - 0"1' - 0"33' - 0"6' - 0"6' - 0"5' - 10"27' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.36' - 0"6' - 0"7'-3" VANITYOWNER'S SUITEBOX VAULT5'-3" VANITYBEDROOM #2BATHHALLBEDROOM #311' - 9"2' - 6"3' - 4"7' - 8"1' - 9"6' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"12' - 9"4' - 0"4' - 0"15' - 3"9' - 6"5' - 6"5' - 2"7' - 0"3' - 5 3/4"1' - 11"6' - 5 1/4"19' - 0"11' - 0"9' - 0"5' TUB/SHWR22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"6' - 2"2' - 2"7' - 0"5' - 4"6' - 6"95/0 x 6/8R.O. 5' -2" x 6' -11"7' - 8"8' - 4"7' - 6"7' - 6"16' - 9"19' - 3"9' - 6"9' - 6"3' - 0"5' - 0"3' - 0"11' - 7"5' - 6"6' - 11 3/4"8' - 11 1/4"14' - 2"2' - 6"8' - 1 3/4"14' - 2 1/4"2-2x102-2x102-2x102-2x102-2x10 W/ 2 TRIMMERS EA. SIDE KNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESSWALL BEARING ON TRUSSES BELOW10'-10" ABOVE LANDING2x6R & SH.39' - 0"17' - 6"1' - 0"6' - 3"4' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"95/0 x 6/8R.O. 5' -2" x 6' -11"OWNER'SBATHLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.95/0 x 6/8R.O. 5' -2" x 6' -11"R & SH.12' - 7"2' - 8"32/6 x 6/8R.O. 2' -8" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"SINKTYP.2' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.3' - 1"2' - 3"48" WALL W/GLASS PANELABOVE CONTROLHEADTILE SHOWER32/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.OWNER'SCLOSETBEDROOM #439' - 0" (BRACED WALL LINE SPACING)2-2x102-2x102x612/4 x 6/8R.O. 2' -6" x 6' -11"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 NOTES2-2x1042' - 0"42' - 0"5' - 1 3/4"7' - 7 3/4"SMOKEDET.42/8 x 6/8R.O. 2' -10" x 6' -11"8050E NVGE16R.O. 8' -0" x 5' -0"H.H. 6' -10"2016 NVA11R.O. 2' -0" x 1' -6"H.H. 6' -10"4640E NVG112R.O. 4' -6" x 4' -0"H.H. 6' -10"2020 NVPWG3R.O. 2' -0" x 2' -0"H.H. 6' -10"2020 NVPWG3R.O. 2' -0" x 2' -0"H.H. 6' -10"8050E NVGE16R.O. 8' -0" x 5' -0"H.H. 6' -10"5040E NVG114R.O. 5' -0" x 4' -0"H.H. 6' -10"2020 NVPWG24R.O. 4' -0" x 2' -0"H.H. 5' -8 7/8"FROM UPPER FLOOR1'-6" LINEN12/4 x 6/8R.O. 2' -6" x 6' -11"DRYERWASHER84" TALL LINENCURB2' - 0"4' - 1"12-2x10 W/ 2 TRIMMERS CS-WSP2' - 8" B.W.P.39' - 0" (BRACED WALL LINE SPACING)37' - 0" (BRACED WALL LINE SPACING)37' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED4/19/2023 9:39:32 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-404OTT35814401307100337504.19.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3.14.23 CBTHE SAVANNA1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 1' - 5"0' - 9 1/2"2x6 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POST1' - 8"20" SQUARE FRAMED BASE W/ CULTURED STONE 3' - 0"1' - 10"1' - 8"1' - 10"1' - 8"STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.8 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/ 7:12 & 8:12 FASCIA LINES TO MATCH4 ROOF VENTS REQUIRED @ GARAGE 1 ROOF VENT REQUIRED 8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"7" / 12"8" / 12"8" / 12"8" / 12"7" / 12"2 ROOF VENT REQUIRED 7" / 12"WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 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. INSULATION1/2" GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANSALL 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 TRUSS2x6 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 FOOTINGSTHE 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED4/19/2023 9:39:33 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-501OTT35814401307100337504.19.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3.14.23 CBTHE SAVANNAWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2016 NVA1 2' - 0" 1' - 6" 6' - 10"2 VECTOR ENVISION SERIES 1 2016 NVPWG 2' - 0" 1' - 6" 12' - 1 11/32"3 VECTOR ENVISION SERIES 2 2020 NVPWG 2' - 0" 2' - 0" 6' - 10"4 VECTOR ENVISION SERIES 1 2020 NVPWG2 4' - 0" 2' - 0" 5' - 8 7/8"5 VECTOR ENVISION SERIES 1 2640 NVH1 2' - 6" 4' - 0" 6' - 10"6 VECTOR ENVISION SERIES 3 3016 NVPWG 3' - 0" 1' - 6" VARIES7 VECTOR ENVISION SERIES 3 3050 NVH1 3' - 0" 5' - 0" 6' - 10"8 VECTOR ENVISION SERIES 2 3060E NVH2 6' - 0" 6' - 0" 8' - 0"9 VECTOR ENVISION SERIES 3 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"10 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 11' - 8"11 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 10"12 VECTOR ENVISION SERIES 1 4640E NVG1 4' - 6" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"14 VECTOR ENVISION SERIES 1 5040E NVG1 5' - 0" 4' - 0" 6' - 10"15 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"16 VECTOR ENVISION SERIES 2 8050E NVGE 8' - 0" 5' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 159 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 131 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 676 SF 8' - 2" .LOWER FLOOR BATH VINYL 61 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 84 SF 8' - 2"LOWER FLOOR CLOSET CARPET 28 SF 8' - 2" .MAIN FLOOR PORCH CONCRETE 118 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 877 SF 10' - 9 3/8"MAIN FLOOR FOYER WOOD 84 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 233 SF 9' - 1 1/8" 8" BOX VAULTMAIN FLOOR DINING WOOD 163 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 120 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 304 SF 9' - 1 1/8" .MAIN FLOOR POWDER WOOD 46 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 63 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 94 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 270 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 188 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 82 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 80 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 194 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 108 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 46 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 51 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 201 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 92 2/4 x 6/8 PKT 4' - 10" 6' - 11" 23 2/6 x 6/8 2' - 8" 6' - 11" 54 2/8 x 6/8 2' - 10" 6' - 11" 35 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 16 2/8 x 6/8 FULL VIEW 2' - 10" 6' - 11" 17 2/8 x 6/8 OPG. 18 3/0 x 6/8 W/ 12" D.S. SL'S 19 5/0 x 6/8 5' - 2" 6' - 11" 310 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 111 9/0 x 6/8 SLIDER 8' - 11 3/4" 6' - 8" 112 16' x 8' O.H. GARAGE DOOR 21/2" = 1'-0"A-5012TYP. COLUMN1/8" = 1'-0"A-5013ROOF PLAN3" 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:3/8" = 1'-0"A-5014TYP. WALL SECTION1/2" = 1'-0"A-5015TYP. WALKOUT SECTION1/2" = 1'-0"A-5016TYP. LOOKOUT SECTION1/2" = 1'-0"A-5017TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5018TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5019GARAGE CEILING1/2" = 1'-0"A-50110BEARING WALL SECTION FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED4/19/2023 9:39:35 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-502OTT35814401307100337504.19.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3.14.23 CBTHE SAVANNA3/8" = 1'-0"A-5021METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5022METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.SEE COLUMN DETAILSHEET A-5016" SMARTSIDE FRIEZE BOARD VINYL LAPSIDING TYP. @ FRONT4" SMARTSIDE TRIM@ WINDOWS & DOORS AT FRONT6" SMARTSIDE STORYBOARDADDRESS STONE6" SMARTSIDECORNER TRIMTYP. @ FRONT 8" 12"8" 12"7" / 12"3' - 6"6" BUMPED OUT LOUVER 66" x 22" W/ 6" CORBELS1' - 4"0' - 6"3' - 6"7" / 12"8" 12"24" RETURN TYP.4" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.8" 12"8" 12"LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED 4" 12"7" / 12"8" 12"24" RETURN TYP.8" / 12"8" / 12"LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED 8" / 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 CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:3/17/2023 10:33:56 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-201OTT3583.17.23 CB1440130710033.14.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNA1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILS1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATION 9' - 10"18' - 6"40' - 0"0' - 2"20' - 0"20' - 0"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB8'-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.58' - 6"27' - 8"22' - 4"21' - 6"6' - 0"6' - 0"5' - 10"1' - 0"31' - 2"6' - 0"2' - 0"11' - 10"38' - 2"52' - 0"0' - 4"24' - 6"27' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICAL42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY6' - 10"12' - 6"52' - 0"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"8' - 8 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 9 1/4"11' - 10 3/4"9' - 1 1/4"3' - 6"6' - 8 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8' - 2 3/4"19' - 11 3/4"6' - 7 1/2"6' - 10 1/2"5' - 3 1/2"11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.8' - 2 3/4"19' - 5 1/4"19' - 4"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY7' - 9 1/4"8' - 2 3/4"16' - 0"15' - 0"16' - 0"47' - 0"11' - 6"58' - 6"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYLANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.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 ARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR: HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:3/17/2023 10:33:57 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-401OTT3583.17.23 CB1440130710033.14.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNA1/4" = 1'-0"A-4011FOUNDATION PLAN UNEXCAVATEDMECHANICAL /STORAGE9' - 10"11' - 10"20' - 0"20' - 0"0' - 2"18' - 6"40' - 0"6' - 0"31' - 2"1' - 0"5' - 10"6' - 0"11' - 11"19' - 3"7' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED16' - 0"15' - 0"16' - 0"52' - 0"52' - 0"SET ON SILl 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 0"7' - 0"7' - 6"7' - 6"11' - 0"5' - 0"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB0' - 4"58' - 6"5' - 9"8' - 2 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.6' - 0"11' - 5"4' - 4"6' - 7"48" F.G. SHWR6'-6" VANITYBATH2x6FURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 38' - 2"11' - 10"2' - 0"22' - 4"21' - 6"6' - 0"24' - 6"27' - 6"19' - 4"CO DET.SMOKEDET.2-14" LVL FLUSH2-2x102-11 7/8" LVL 3-2x104-2X64-2X65x5 PSL2-2x10 FLUSH1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"SMOKEDET.W. H.2-2x10F. D.2-2x107' - 6"11' - 10"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.3' - 6"B.W.P.3' - 6"B.W.P.2' - 6"B.W.P.4' - 0"3-2x104' - 4"11' - 5"12/4 x 6/8R.O. 2' -6" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING32/6 x 6/8R.O. 2' -8" x 6' -11"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 NOTES6' - 10"12' - 6"27' - 8"3 TRIMMERS2 TRIMMERS4-2x68040E NVGE15R.O. 8' -0" x 4' -0"H.H. 6' -10"5036E NVG113R.O. 5' -0" x 3' -6"H.H. 6' -10"4030 NVPWG TEMP.10R.O. 4' -0" x 3' -0"H.H. 11' -8"FROM LOWER FLOOR47' - 0"11' - 6"58' - 6"MECHANICAL CHASE ABOVE 12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET4' - 2"7' - 8"B.W.P.4' - 0"ANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICALLANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.106/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"ESIGNS, 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 ARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:3/17/2023 10:33:59 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-402OTT3583.17.23 CB1440130710033.14.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNA1/4" = 1'-0"A-4021LOWER FLOOR PLAN++++++++Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2 Trimmers3-2x6+5x5 PSLNo Plates3-2x6 38' - 0"12' - 0"2' - 0"47' - 0"11' - 6"36" REFSINKDWPORCH20' - 0"20' - 0"2' - 0"16' - 0"2' - 0"2' - 0"16' - 0"2' - 0"52' - 0"16' - 0"15' - 0"16' - 0"GARAGE28' - 0"11' - 6"4' - 0"4' - 6"7' - 8"5' - 0"24' - 6"27' - 6"52' - 0"FOYERGREAT ROOM8" BOX VAULTDININGEQEQ10' - 0"KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"7' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILSHEET A-501ATTICACCESS6' - 0"21' - 6"18' - 6"40' - 0"6' - 0"31' - 0"1' - 0"6' - 0"6' - 0"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"0' - 11 3/4"3' - 8"7' - 0"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESSOVEN /MICRO5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"2' - 9 3/4"4' - 10"7' - 0"16" SH.12" SH.PANTRYCLOSETFLEX ROOM9' - 0"4' - 7"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.2' - 10"13' - 2"6' - 0"9' - 0"7' - 0"7' - 6"7' - 6"2' - 0"9' - 6"4' - 6"1' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDER22' - 0"KITCHENPOWDER3-2x6 TRIMMERS3-2x6 TRIMMERS4-2x63-11 7/8" LSLFLUSHCONTINUOUS5x5 PSLGIRDER TRUSSGIRDER TRUSSXXXX2-11 7/8" LSL2-11 7/8" LSL3-2x62-9 1/2" LSL DROPPED2-2x102-2x102-2x102-2x103-2x102-2x10FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHB.W.P.3' - 0"B.W.P.8' - 3"B.W.P.6' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.8' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.2' - 0"PFH2' - 0"PFH2' - 0"B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"R-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x103-2x65x5 PSL2-2x106'-10" ABOVE LANDINGRECYCLE7' - 2"11' - 10"MUD RM.12' - 0"7' - 0"3-14" LVL FLUSH58' - 6"12' - 6"11' - 4"END PANEL39"x73" FRIG RECESS2' - 9"4' - 0"11' - 9"4' - 0" B.W.P.2-9 1/2" LSLR & SH.B.W.P.3' - 0"STAGGERED UPPERS20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING52/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"62/8 x 6/8 FULL VIEWR.O. 2' -10" x 6' -11"83/0 x 6/8 W/ 12" D.S. SL'S22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"72/8 x 6/8 OPG.1216' x 8' O.H. GARAGE DOOR1216' x 8' O.H. GARAGE DOORMFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS 2-11 7/8' LSL FLUSH3-11 7/8' LVL FLUSHHHUS5.50/10MFG. ROOF TRUSSES@ 24" O.C.B.W.P.3' - 6"2' - 9"3' - 3"-55" LINEAR ELECTRIC FIREPLACE -SET 18" ABOVE FINISHED FLOOR 3-2x10CS-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 NOTES2-2x1020" FLOOR TRUSSESPER MFG. SPACING1' - 0"10' - 1 3/4"2' - 6 7/8"2' - 9"3' - 3"11' - 9"6' - 6 3/8"3650 NVPWG/3620 NVA1 TEMP.9R.O. 3' -6" x 6' -111/2"H.H. 8' -0"3650 NVPWG/3620 NVA1 TEMP.9R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"3060E NVH28R.O. 6' -0" x 6' -0"H.H. 8' -0"2640 NVH15R.O. 2' -6" x 4' -0"H.H. 6' -10"4040 NVPWG TEMP.11R.O. 4' -0" x 4' -0"H.H. 11' -10"3016 NVPWG6R.O. 3' -0" x 1' -6"H.H. 8' -0"3016 NVPWG6R.O. 3' -0" x 1' -6"H.H. 8' -0"3650 NVPWG/3620 NVA1 TEMP.9R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"FROM MAIN FLOOR119/0 x 8/0 SLIDERR.O. 8' -0" x 9' -0"58' - 6"U.C. LIGHTS U.C.LIGHTS U.C. LIGHTS U.C.LIGHTS 12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.3060E NVH28R.O. 6' -0" x 6' -0"H.H. 8' -0"3016 NVPWG6R.O. 3' -0" x 1' -6"H.H. 6' -10"OPTIONAL WINDOW SEAT W/ BEAD BOARD FACE 20" FLOOR TRUSSESPER MFG. SPACINGBENCH W/BEAD BD.0' - 8"5' - 4"6' - 0"3'-6" VANITYR & SH.2x4 TURNED B.W.P.2' - 0"TYP.2' - 0"993050 NVH17R.O. 3' -0" x 5' -0"H.H. 8' -0"BRACED WALL DESIGN WILL BE UPDATED WHEN PLAN IS FINISHED 4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE5' - 11 1/4"2' - 7"12/4 x 6/8R.O. 2' -6" x 6' -11"1/4" = 1'-0"A-4031MAIN FLOOR PLANDESIGNS, 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 PARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:D HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:3/17/2023 10:34:01 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-403OTT3583.17.23 CB1440130710033.14.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNAGT14-2x6GT3RoofRoofRoofRoofGT45x7 PSLNo Plates5x7 PSLNo Plates3-11 7/8" LVLHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-9 1/2" LSL Cont.2-2x102-2x102 Trimmers3-2x65x5 PSLNo Plates3-2x64-2x6X X X X X X X XGT2GT54-2x62-2x6GirderTrussGirderTrussGirderTrussGirderTruss 16' - 0"15' - 0"8' - 0"2' - 0"34' - 0"6' - 0"6' - 0"5' - 10"27' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.36' - 0"6' - 0"7'-3" VANITYOWNER'S SUITEBOX VAULT5'-3" VANITYBEDROOM #2BATHHALLBEDROOM #311' - 9"2' - 6"3' - 4"7' - 8"1' - 9"6' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"12' - 9"4' - 0"4' - 0"15' - 3"9' - 6"5' - 6"5' - 2"7' - 0"3' - 5 3/4"1' - 11"6' - 5 1/4"19' - 0"11' - 0"9' - 0"5' TUB/SHWR22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"6' - 2"2' - 2"7' - 0"5' - 4"6' - 6"95/0 x 6/8R.O. 5' -2" x 6' -11"7' - 8"8' - 4"7' - 6"7' - 6"16' - 9"19' - 3"9' - 6"9' - 6"3' - 0"5' - 0"3' - 0"11' - 7"5' - 6"6' - 11 3/4"8' - 11 1/4"1' - 0"14' - 2"2' - 6"8' - 1 3/4"14' - 2 1/4"2-2x102-2x102-2x102-2x102-2x10KNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.B.W.P.3' - 6"B.W.P.6' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"ATTICACCESSWALL BEARING ON TRUSSES BELOW10'-10" ABOVE LANDING2x6R & SH.39' - 0"17' - 6"1' - 0"6' - 3"4' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"95/0 x 6/8R.O. 5' -2" x 6' -11"OWNER'SBATHLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.95/0 x 6/8R.O. 5' -2" x 6' -11"R & SH.12' - 7"2' - 8"32/6 x 6/8R.O. 2' -8" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"SINKTYP.2' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.3' - 1"2' - 3"48" WALL W/GLASS PANELABOVE CONTROLHEADTILE SHOWER32/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.OWNER'SCLOSETBEDROOM #439' - 0"2-2x102-2x102x612/4 x 6/8R.O. 2' -6" x 6' -11"B.W.P.3' - 6"B.W.P.4' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x1042' - 0"42' - 0"5' - 1 3/4"7' - 7 3/4"SMOKEDET.42/8 x 6/8R.O. 2' -10" x 6' -11"8050E NVGE16R.O. 8' -0" x 5' -0"H.H. 6' -10"2016 NVA11R.O. 2' -0" x 1' -6"H.H. 6' -10"4640E NVG112R.O. 4' -6" x 4' -0"H.H. 6' -10"2020 NVPWG3R.O. 2' -0" x 2' -0"H.H. 6' -10"2020 NVPWG3R.O. 2' -0" x 2' -0"H.H. 6' -10"8050E NVGE16R.O. 8' -0" x 5' -0"H.H. 6' -10"5040E NVG114R.O. 5' -0" x 4' -0"H.H. 6' -10"2020 NVPWG24R.O. 4' -0" x 2' -0"H.H. 5' -8 7/8"FROM UPPER FLOOR1'-6" LINEN12/4 x 6/8R.O. 2' -6" x 6' -11"DRYERWASHER84" TALL LINENCURBB.W.P.4' - 0"2' - 0"4' - 1"1THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:3/17/2023 10:34:02 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-404OTT3583.17.23 CB1440130710033.14.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNA1/4" = 1'-0"A-4041UPPER FLOOR PLANHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x10 w/2 Trimmers2 Trimmers FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL1' - 5"0' - 9 1/2"2x6 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POST1' - 8"20" SQUARE FRAMED BASE W/ CULTURED STONE 3' - 0"1' - 10"1' - 8"1' - 10"1' - 8"STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.8 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/ 7:12 & 8:12 FASCIA LINES TO MATCH4 ROOF VENTS REQUIRED @ GARAGE 1 ROOF VENT REQUIRED 8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"7" / 12"8" / 12"8" / 12"8" / 12"7" / 12"2 ROOF VENT REQUIRED 7" / 12"WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 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. INSULATION1/2" GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANSALL 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 TRUSS2x6 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 FOOTINGSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:3/17/2023 10:34:04 AMSAVANNA MODELL9, B2 -BERRES RIDGE 8TH ADDITION19614 HARBOR DRIVELAKEVILLE, MN 55044A-501OTT3583.17.23 CB1440130710033.14.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNA3/8" = 1'-0"A-5011METHOD PFH - PORTAL FRAME WITH HOLD-DOWNSWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2016 NVA1 2' - 0" 1' - 6" 6' - 10"2 VECTOR ENVISION SERIES 1 2016 NVPWG 2' - 0" 1' - 6" 12' - 1 11/32"3 VECTOR ENVISION SERIES 2 2020 NVPWG 2' - 0" 2' - 0" 6' - 10"4 VECTOR ENVISION SERIES 1 2020 NVPWG2 4' - 0" 2' - 0" 5' - 8 7/8"5 VECTOR ENVISION SERIES 1 2640 NVH1 2' - 6" 4' - 0" 6' - 10"6 VECTOR ENVISION SERIES 3 3016 NVPWG 3' - 0" 1' - 6" VARIES7 VECTOR ENVISION SERIES 1 3050 NVH1 3' - 0" 5' - 0" 8' - 0"8 VECTOR ENVISION SERIES 2 3060E NVH2 6' - 0" 6' - 0" 8' - 0"9 VECTOR ENVISION SERIES 5 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"10 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 11' - 8"11 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 10"12 VECTOR ENVISION SERIES 1 4640E NVG1 4' - 6" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"14 VECTOR ENVISION SERIES 1 5040E NVG1 5' - 0" 4' - 0" 6' - 10"15 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"16 VECTOR ENVISION SERIES 2 8050E NVGE 8' - 0" 5' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 159 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 131 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 676 SF 8' - 2" .LOWER FLOOR BATH VINYL 61 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 84 SF 8' - 2"LOWER FLOOR CLOSET CARPET 28 SF 8' - 2" .MAIN FLOOR PORCH CONCRETE 118 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 877 SF 10' - 9 3/8"MAIN FLOOR FOYER WOOD 84 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 233 SF 9' - 1 1/8" 8" BOX VAULTMAIN FLOOR DINING WOOD 163 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 120 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 304 SF 9' - 1 1/8" .MAIN FLOOR POWDER WOOD 46 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 63 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 94 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 270 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 188 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 82 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 80 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 191 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 108 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 46 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 51 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 201 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 92 2/4 x 6/8 PKT 4' - 10" 6' - 11" 23 2/6 x 6/8 2' - 8" 6' - 11" 54 2/8 x 6/8 2' - 10" 6' - 11" 35 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 16 2/8 x 6/8 FULL VIEW 2' - 10" 6' - 11" 17 2/8 x 6/8 OPG. 18 3/0 x 6/8 W/ 12" D.S. SL'S 19 5/0 x 6/8 5' - 2" 6' - 11" 310 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 111 9/0 x 8/0 SLIDER 8' - 0" 9' - 0" 112 16' x 8' O.H. GARAGE DOOR 21/2" = 1'-0"A-5012TYP. COLUMN1/8" = 1'-0"A-5013ROOF PLAN3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:3/8" = 1'-0"A-5014TYP. WALL SECTION1/2" = 1'-0"A-5015TYP. WALKOUT SECTION1/2" = 1'-0"A-5016TYP. LOOKOUT SECTION1/2" = 1'-0"A-5017TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5018TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5019GARAGE CEILING1/2" = 1'-0"A-50110BEARING WALL SECTION Upper Level Member Name Results Current Solution Comments Bedroom #4 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Owner's Suite Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Owner's Bath Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #2 Window Side Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stair Landing Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Main Level Member Name Results Current Solution Comments Flush Flex (V)Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Dining (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flush Stairs (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Flush Foyer (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Front Porch (H)Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Flush Front Porch (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Drop Front Porch (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Great Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Patio Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Flex Window Rear Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 16' Garage Door Middle Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL 16' Garage Door End Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Mudroom Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Foyer Entry Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Lower Level Member Name Results Current Solution Comments Flush Family (H)Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flush Stairs (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Family Window End Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Family Patio Door Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #5 Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Mech Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 19614 Harbor Drive, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 1 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 5' 6"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #4 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 2 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 8' 6"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Suite Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 3 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1338 @ 0 1913 (1.50")Passed (70%)--1.0 D + 1.0 S (All Spans) Shear (lbs)273 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)753 @ 1' 1 1/2"3946 Passed (19%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"492 847 1338 None 2 - Trimmer - SPF 1.50"1.50"1.50"492 847 1338 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 3" o/c Bottom Edge (Lu)2' 3" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"21' 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 plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Bath Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 4 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2974 @ 1 1/2"3825 (3.00")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1760 @ 1' 1/4"2872 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3355 @ 2' 6"3946 Passed (85%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.031 @ 2' 6"0.158 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.049 @ 2' 6"0.237 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 None 2 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' o/c Bottom Edge (Lu)5' o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5'N/A 7.0 -- 1 - Uniform (PSF)0 to 5'21' 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 plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #2 Window Side 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 5 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2676 @ 1 1/2"3825 (3.00")Passed (70%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1462 @ 1' 1/4"2872 Passed (51%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2686 @ 2' 3"3946 Passed (68%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.020 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.032 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.10"983 1693 2676 None 2 - Trimmer - SPF 3.00"3.00"2.10"983 1693 2676 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 6" o/c Bottom Edge (Lu)4' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 6"21' 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 plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stair Landing Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 6 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)20262 @ 10' 6"24806 (5.25")Passed (82%)--1.0 D + 1.0 S (All Spans) Shear (lbs)8582 @ 11' 8 1/2"14817 Passed (58%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-21717 @ 10' 6"27519 Passed (79%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.191 @ 16' 7"0.279 Passed (L/702)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.302 @ 16' 8 1/8"0.558 Passed (L/443)--1.0 D + 1.0 S (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 5.50"5.50"1.69"2503 192/-32 3936 6439 None 2 - Column - PSL 5.25"5.25"4.29"8341 534 11921 20262 None 3 - Trimmer - SPF 5.50"5.50"1.91"2894 207/-22 4382 7277 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 9" 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 22'N/A 19.5 ---- 1 - Uniform (PSF)0 to 22' (Front)1'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 22' (Front)N/A 80.0 --Wall - Upper 3 - Uniform (PSF)0 to 22' (Front)21' 6"20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 22' (Front)4'20.0 -35.0 Snow - Lower Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Flex (V) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 7 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6064 @ 4"12272 (5.50")Passed (49%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4689 @ 1' 7 1/2"13965 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20389 @ 7' 5 7/8"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.245 @ 7' 5 15/16"0.358 Passed (L/702)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.346 @ 7' 5 15/16"0.717 Passed (L/497)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 5.50"5.50"2.72"1771 4293 6064 Blocking 2 - Stud wall - SPF 5.50"5.50"2.66"1738 4207 5945 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 -- 1 - Uniform (PSF)0 to 2' 6" (Front)15'15.0 40.0 Floor - Upper 2 - Uniform (PSF)2' 6" to 15' (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 plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Dining (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 8 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)918 @ 0 1913 (1.50")Passed (48%)--1.0 D + 1.0 L (All Spans) Shear (lbs)594 @ 3' 7 1/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1004 @ 2' 2 1/4"3431 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.009 @ 2' 2 1/4"0.109 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.012 @ 2' 2 1/4"0.219 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"261 656 918 None 2 - Hanger on 9 1/4" SPF beam 5.50"Hanger¹1.50"313 794 1107 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 5" o/c Bottom Edge (Lu)4' 5" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 4-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 4 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 10" (Front)7' 6"15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Stairs (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 9 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5349 @ 4"13956 (5.50")Passed (38%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2056 @ 1' 5 3/8"8590 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5212 @ 3' 9"15953 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.055 @ 3' 9"0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.077 @ 3' 9"0.342 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 5.50"5.50"2.11"1749 3600 5349 None 2 - Trimmer - SPF 5.50"5.50"1.50"949 2400 3349 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 Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7' 6"N/A 13.0 -- 1 - Uniform (PSF)0 to 7' 6" (Front)16'15.0 40.0 Floor - Upper 2 - Point (lb)0 (Front)N/A 800 1200 Stairs Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Foyer (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 10 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4629 @ 5 1/2"5906 (1.50")Passed (78%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4117 @ 1' 5 3/8"13622 Passed (30%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)18551 @ 9' 4 5/16"30788 Passed (60%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.292 @ 9' 5 7/8"0.454 Passed (L/747)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.821 @ 9' 6 3/16"0.908 Passed (L/265)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Hanger on 11 7/8" SPF beam 5.50"Hanger¹1.50"3090 996 1362 4859 See note ¹ 2 - Stud wall - SPF 5.50"5.50"2.06"2989 800 1344 4598 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' 3" o/c Bottom Edge (Lu)18' 6" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS5.50/10 3.00"N/A 30-10d 10-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)5 1/2" to 18' 11 1/2"N/A 18.2 ---- 1 - Uniform (PSF)0 to 7' (Front)3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)7' to 18' 11 1/2" (Front)2'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 18' 11 1/2" (Front)1'20.0 -35.0 Snow - Monos 4 - Uniform (PSF)0 to 18' 11 1/2" (Front)1'80.0 --Wall - Upper Level 5 - Point (lb)5' 6" (Front)N/A 710 -446 Bedroom# 3 Window Support 1 6 - Point (lb)13' 6" (Front)N/A 710 -446 Bedroom# 3 Window Support 2 7 - Uniform (PSF)0 to 5' 6" (Front)3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)13' 6" to 18' 11 1/2" (Front)3'20.0 -35.0 Snow - Main 9 - Uniform (PSF)0 to 5' 6" (Front)1'100.0 --Wall - Gable 10 - Uniform (PSF)13' 6" to 18' 11 1/2" (Front)1'100.0 --Wall - Gable All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Front Porch (H) 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 11 / 27 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 12 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6280 @ 7 1/2"9450 (3.00")Passed (66%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5981 @ 1' 8 7/8"9878 Passed (61%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)9525 @ 3' 11 5/16"18346 Passed (52%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.079 @ 4' 4 5/16"0.188 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.166 @ 4' 3 5/16"0.375 Passed (L/541)--1.0 D + 1.0 S (Alt 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). •Overhang deflection criteria: LL (2L/480) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Beam - LSL 3.00"3.00"1.99"3680 913 2553 6280 Blocking 2 - Stud wall - SPF 5.50"5.50"3.56"2466 341 2822 5288 Blocking •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' 5 1/2"N/A 13.0 ---- 1 - Uniform (PSF)2' to 8' 5 1/2" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)2' to 8' 5 1/2" (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)2' to 4' (Front)11'20.0 -35.0 Snow - Main 4 - Uniform (PSF)4' to 5' (Front)14'20.0 -35.0 Snow - Main 5 - Uniform (PSF)5' to 8' 5 1/2" (Front)21'20.0 -35.0 Snow - Main 6 - Uniform (PSF)0 to 2' (Front)3'20.0 -35.0 Snow - Monos 7 - Uniform (PSF)0 to 2' (Front)1'20.0 --Wall - Gable 8 - Point (lb)2' (Front)N/A 3090 996 1362 Linked from: Front Porch Flush (H) FLR Beam, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Front Porch (V) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 13 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7934 @ 1'13956 (5.50")Passed (57%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)6114 @ 0 7902 Passed (77%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)-6354 @ 1'11985 Passed (53%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.044 @ 0 0.200 Passed (2L/548)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.103 @ 0 0.200 Passed (2L/232)--1.0 D + 0.75 L + 0.75 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 (0.2") and TL (0.2"). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Column - SPF 5.50"5.50"3.13"4523 1045 3411 7934 Blocking 2 - Column - SPF 5.50"5.50"1.50"78 -161 868 946/-84 Blocking 3 - Column - SPF 5.50"5.50"1.50"381 30 505 887 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)18' 6" o/c Bottom Edge (Lu)14' 4" 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 18' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 18' 6" (Front)3'20.0 -35.0 Snow - Monos 2 - Point (lb)0 (Front)N/A 3680 913 2553 Linked from: Front Porch (V) Flush Beam Left, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 14 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4641 @ 7' 6"7613 (3.00")Passed (61%)--1.0 D + 1.0 L (Adj Spans) Shear (lbs)2295 @ 8' 5"6872 Passed (33%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)1734 @ 9' 3 9/16"10422 Passed (17%)1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in)0.013 @ 9' 4 15/16"0.125 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.021 @ 9' 5 3/16"0.188 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"709 539/-56 255 1305 None 2 - Trimmer - SPF 3.00"3.00"1.50"1211 1350 314 2561 None 3 - Trimmer - SPF 3.00"3.00"1.83"2182 2459 558 4641 None 4 - Trimmer - SPF 1.50"1.50"1.50"767 1010/-56 171 1777 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 3" o/c Bottom Edge (Lu)11' 3" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 3"N/A 10.4 ---- 1 - Point (lb)8' 9"N/A 500 1000 -Floor Girder 2 - Uniform (PLF)0 to 11' 3"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 8' 9"7' 6"15.0 40.0 -Floor - Upper Level 4 - Uniform (PSF)8' 9" to 11' 3"12'15.0 40.0 -Floor - Upper Level 5 - Uniform (PLF)0 to 1' 10"N/A 160.0 -105.0 Snow - Gable End 6 - Uniform (PLF)6' 10" to 11' 3"N/A 160.0 -105.0 Snow - Gable End 7 - Point (lb)1' 10"N/A 459 -289 Linked from: Bedroom #4 Window, Support 1 8 - Point (lb)6' 10"N/A 459 -289 Linked from: Bedroom #4 Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 15 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2278 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1400 @ 1' 1/4"2498 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3171 @ 4' 9"3431 Passed (92%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.071 @ 4' 9"0.308 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.181 @ 4' 9"0.463 Passed (L/612)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.79"1457 570 525 2278 None 2 - Trimmer - SPF 3.00"3.00"1.79"1457 570 525 2278 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' o/c Bottom Edge (Lu)9' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 9' 6"3'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 9' 6"N/A 80.0 --Wall - Upper 3 - Uniform (PLF)0 to 9"N/A 160.0 -105.0 Snow - Gable End 4 - Uniform (PLF)8' 9" to 9' 6"N/A 160.0 -105.0 Snow - Gable End 5 - Point (lb)9"N/A 710 -446 Linked from: Owner's Suite Window, Support 1 6 - Point (lb)8' 9"N/A 710 -446 Linked from: Owner's Suite Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Patio Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 16 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)895 @ 1 1/2"7613 (3.00")Passed (12%)--1.0 D + 1.0 S (All Spans) Shear (lbs)608 @ 1' 1/2"7902 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1345 @ 3' 3"11985 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.012 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.030 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"554 341 895 None 2 - Trimmer - SPF 3.00"3.00"1.50"554 341 895 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 -- 1 - Uniform (PLF)0 to 6' 6"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flex Window Rear 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 17 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5135 @ 1 1/2"11419 (3.00")Passed (45%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4375 @ 1' 2 7/8"13622 Passed (32%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)20867 @ 8' 4 1/2"30788 Passed (68%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.378 @ 8' 4 1/2"0.550 Passed (L/523)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.736 @ 8' 4 1/2"0.825 Passed (L/269)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"2497 2638 5135 None 2 - Trimmer - SPF 3.00"3.00"1.50"2497 2638 5135 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' 1" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 18.2 -- 1 - Uniform (PSF)0 to 16' 9"7'20.0 35.0 Snow - Garage 2 - Uniform (PLF)0 to 16' 9"N/A 140.0 70.0 Snow - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door Middle 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 18 / 27 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 Factored 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 Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PLF)0 to 16' 9"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door End 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 19 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1866 @ 0 1913 (1.50")Passed (98%)--1.0 D + 1.0 L (All Spans) Shear (lbs)782 @ 10 3/4"2498 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1438 @ 1' 6 1/2"3431 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"517 1349 1866 None 2 - Trimmer - SPF 1.50"1.50"1.50"517 1349 1866 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"21' 10 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 plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 20 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1378 @ 1 1/2"3825 (3.00")Passed (36%)--1.0 D + 1.0 L (All Spans) Shear (lbs)922 @ 1' 1/4"2498 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1956 @ 3' 1"3431 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.032 @ 3' 1"0.197 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.044 @ 3' 1"0.296 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"392 987 1378 None 2 - Trimmer - SPF 3.00"3.00"1.50"392 987 1378 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 2" o/c Bottom Edge (Lu)6' 2" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 2"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 2"8'15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Entry Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 21 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11810 @ 14' 8"13956 (5.50")Passed (85%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4591 @ 13' 4 1/2"9310 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20021 @ 7' 6 1/4"24258 Passed (83%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.363 @ 7' 6 1/16"0.358 Passed (L/473)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.509 @ 7' 6 1/16"0.717 Passed (L/338)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Column - SPF 5.50"5.50"4.63"3396 8340 11736 Blocking 2 - Column - SPF 5.50"5.50"4.65"3416 8395 11810 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 14.3 -- 1 - Uniform (PSF)0 to 2' 9" (Front)12' 6"15.0 40.0 Floor - Upper 2 - Uniform (PSF)2' 9" to 15' (Front)14'15.0 40.0 Floor - Upper 3 - Point (lb)0 (Front)N/A 1771 4293 Linked from: Flush Dining (H), Support 1 4 - Point (lb)15' (Front)N/A 1738 4207 Linked from: Flush Dining (H), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Flush Family (H) 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 22 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1835 @ 0 1913 (1.50")Passed (96%)--1.0 D + 1.0 L (All Spans) Shear (lbs)594 @ 3' 7 1/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1004 @ 2' 2 1/4"3431 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.009 @ 2' 2 1/4"0.109 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.012 @ 2' 2 1/4"0.219 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 1.50"1.50"1.50"522 1312 1835 Blocking 2 - Hanger on 9 1/4" SPF beam 5.50"Hanger¹1.50"313 794 1107 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 5" o/c Bottom Edge (Lu)4' 5" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 4-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 4 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 10" (Front)7' 6"15.0 40.0 Floor - Main Level 2 - Point (lb)0 (Front)N/A 261 656 Linked from: Stairs (H) Flush Beam, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Flush Stairs (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 23 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5545 @ 1 1/2"7613 (3.00")Passed (73%)--1.0 D + 1.0 L (All Spans) Shear (lbs)7078 @ 7' 3 1/8"7897 Passed (90%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)13937 @ 5' 9 9/16"17848 Passed (78%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.119 @ 4' 4 1/2"0.275 Passed (L/834)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.215 @ 4' 4 7/16"0.412 Passed (L/460)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.19"2478 3067 379 5545 None 2 - Trimmer - SPF 4.50"4.50"3.26"3611 4651 493 8262 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 8" o/c Bottom Edge (Lu)8' 8" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 7 1/2"N/A 12.1 ---- 1 - Point (lb)7' 5"N/A 800 1200 -Floor Girder 2 - Uniform (PSF)0 to 7' 5"7' 6"15.0 40.0 -Floor - Main 3 - Uniform (PSF)7' 5" to 8' 7 1/2"10'15.0 40.0 -Floor - Main 4 - Uniform (PLF)0 to 8' 7 1/2"N/A 90.0 --Wall - Main 5 - Point (lb)2' 4"N/A 1211 1350 314 Linked from: Great Room Window, Support 2 6 - Point (lb)6' 2"N/A 2182 2459 558 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 plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Window End 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 24 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2001 @ 1 1/2"5738 (3.00")Passed (35%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1372 @ 1' 1/4"3746 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3006 @ 3' 3"5147 Passed (58%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.033 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.051 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"701 1300 2001 None 2 - Trimmer - SPF 3.00"3.00"1.50"701 1300 2001 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 6' 6"3'15.0 40.0 Floor - Main 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 -Wall - Main 3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Patio Door 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 25 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3457 @ 1 1/2"5738 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1825 @ 1' 1/4"3746 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3637 @ 2' 9"5147 Passed (71%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.030 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.043 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.81"1477 1980 341 3457 None 2 - Trimmer - SPF 3.00"3.00"1.52"923 1980 -2903 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 ---- 1 - Uniform (PSF)0 to 5' 6"11'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)0 N/A 554 -341 Linked from: Flex Window Rear, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #5 Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 26 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1707 @ 0 1913 (1.50")Passed (89%)--1.0 D + 1.0 L (All Spans) Shear (lbs)715 @ 10 3/4"2498 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1316 @ 1' 6 1/2"3431 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.008 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1707 None 2 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1707 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"20'15.0 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 plan dated 3/17/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Mech Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 3/23/2023 11:15:04 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: 19614 Harbor Drive, Lakeville, MN Topaz - Savanna Custom 19614 Harbor Drive, Lakeville, MN 3/23/23; #25931 Page 27 / 27 FLUSH (2) 2X10FLUSH 2-PLY 14" LVL18" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMPAINTED ENDPAINTED ENDPAINTED ENDF12-F17F14F3F15F10F17F13F2F13F2F13F2F1F12F1F11F5F5F6F7F7F7F7F7F7F8F8F8F9F9F9F9F9F16F16F16F16F16F16F16F4F13F12F1815-03-004-00-004-00-0010-00-0022-00-00 6-00-0038-00-001-00-0031-00-006-00-0038-00-0028-00-0012-00-00 7-00-0047-00-0016-00-0015-00-0016-00-0047-00-001-10-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-004-00-001-10-002-00-002-00-0011-10-001-02-082-00-009-082-00-002-00-002-00-00Customer: Lyman Lumber - ChanhassenJob Number: 323599-CHome Owner: TOPAZ / SAVANNA / 19614 HARBOR MODELJob Name: 1st FloorSite Address: 19614 HARBOR DRIVE Sales Rep: Tony StimmlerCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 3/27/2023Version: 8.5.3.233 d= 8483#u= 0#d= 8483#u= 0#d= 7499#u= 0#d= 13625#u= 0#USE (10) HUS26 TOBUILD KNEE WALLOF B/C OF G2ODD SPACINGFLUSH (2) 2X10FLUSH 3-PLY 14" LVLFLUSH 2-PLY 11-7/8" LVLFLUSH 3-PLY 11-7/8" LVLFLUSH 3-PLY 11-7/8" LVL20" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMPAINTED ENDu=7040d=0u=8811d=0u=6147d=150u=13296d=0FF20FF5FF15FF23FF24FF19FF4FF19FF3FF19FF3FF19FF2FF18FF2FF17FF16FF16FF16FF9FF9FF9FF11FF11FF21FF21FF14FF14FF14FF1FF6FF7FF8FF22FF22FF22FF22FF22FF22FF22FF13FF13FF12FF18FF6G2S1R1N1N1N1N1N1N1N1N1N1N1H1LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS410LUS410HGUS210-3LUS41015-03-004-00-004-00-0024-06-0021-06-00 6-00-0052-00-0012-00-001-00-0031-00-006-00-0052-00-0020-00-0020-00-0011-06-00 7-00-0058-06-0011-06-00 16-00-0015-00-0016-00-0058-06-0036-00-0019-00-002-00-001-00-0033-00-006-00-005-00-009-00-001-09-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-10-081-09-082-00-002-00-002-00-002-00-006-00-007-007-00-002-00-001-00-001-04-001-08-001-01-082-00-001-00-00Customer: Lyman Lumber - ChanhassenJob Number: 323599-BHome Owner: TOPAZ / SAVANNA / 19614 HARBOR MODELJob Name: 2nd FloorSite Address: 19614 HARBOR DRIVE Sales Rep: Tony StimmlerCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 3/27/2023Version: 8.5.3.233 =1.5x3 =1.5x3 =3x6 =3x6 =3x8 =1.5x3 =3x4 =1.5x3 =3x8 =4x4 =4x6 =4x8 12 11 10 9 8 14 13 1 2 3 4 5 6 7 W2W1 BL2BL2T1 B1 W3BL1 0-1-8 15-2-8 0-1-8 0-1-8 2-4-0 15-1-0 2-6-0 5-2-4 2-6-0 7-8-4 2-6-0 10-2-4 2-6-12 12-9-0 2-6-12 2-8-4 0-3-8 15-2-8 5-2-4 5-2-4 9-8-12 14-11-01-6-01-2-71-2-70-3-91-6-01-0-41-0-40-5-121-6-0Scale = 1:31.8 Plate Offsets (X, Y):[6:0-1-8,Edge], [7:0-3-0,Edge], [9:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL)-0.12 10-11 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.76 Vert(CT)-0.20 10-11 >892 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.03 14 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 60 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=891/0-5-8, (min. 0-1-8), 14=896/0-3-0, (min. 0-1-8) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2237/0, 3-4=-2237/0, 4-5=-2189/0, 5-6=-2189/0, 6-7=-1349/0, 7-14=-896/0 BOT CHORD 11-12=0/1421, 10-11=0/2466, 9-10=0/1349 WEBS 3-11=-264/0, 2-11=0/932, 2-12=-1607/0, 4-11=-261/0, 4-10=-316/0, 5-10=-272/0, 6-10=0/953, 6-9=-753/0, 7-9=0/1566 NOTES 1)Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F1 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:26 Page: 1 ID:XljECVjUJtYIH4lKqLiJCIzN9_q-UWpB43ATpGg4GVHHmNrxvzI?wDNWKykq380HEhzWlTO =1.5x3 =1.5x3 =3x6 =3x6 =3x8 =1.5x3 =3x4 =1.5x3 =3x8 =3x6 =3x6 =1.5x3 =1.5x3 11 10 9 8 12 13 1 2 3 4 5 6 7 W2W1BL1 BL1 B1 T1 W3 0-1-8 15-2-8 0-1-8 0-1-8 2-4-12 15-1-0 2-6-0 12-8-4 2-6-0 5-2-4 2-6-0 7-8-4 2-6-0 10-2-4 2-6-12 2-8-4 5-2-4 5-2-4 10-0-4 15-2-81-6-01-2-71-2-70-3-91-6-01-2-71-2-70-3-91-6-0Scale = 1:31.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL)-0.12 9-10 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.18 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.04 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 61 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=891/0-5-8, (min. 0-1-8), 11=891/0-5-8, (min. 0-1-8) 2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2235/0, 3-4=-2235/0, 4-5=-2198/0, 5-6=-2198/0 BOT CHORD 10-11=0/1420, 9-10=0/2471, 8-9=0/1344 WEBS 3-10=-264/0, 2-10=0/930, 2-11=-1606/0, 4-10=-270/0, 4-9=-311/0, 5-9=-267/0, 6-9=0/975, 6-8=-1544/0 NOTES 1)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F2 3 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:26 Page: 1 ID:bRiB33Wum9sxCDo0hDtntDzN8zo-yjNaHPB5aaoxufsTK5MASArAgdiA3UPzIomrn8zWlTN =3x4 =3x4 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 1 2 3 4 5 6 7 8 9 10 11 12 13 ST1W1 W1BL1BL1 B1 T1 0-1-8 15-2-8 0-1-8 0-1-8 14-11-8 15-1-0 15-2-8 15-2-81-6-01-2-71-2-70-3-91-6-01-2-71-2-70-3-91-6-0Scale = 1:31.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 14 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 55 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 15-2-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F3 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:27 Page: 1 ID:?0OJh5Ym34FV3hXbMLRUVrzN8zl-QvxyVkBkKtwoWpRgtotP_ONP71DVo2j7XSVOJazWlTM =1.5x3 =1.5x3 =4x8 =4x10 =4x12 =1.5x3 =3x4 =1.5x3 =3x6 =3x4 =3x4 =6x6 =3x4 =3x6 =4x8 =3x6 =8x10 =8x10 =2x6 18 17 16 15 142213 12 1120 21 19 10123456789 W2 W4W1W1W1 W6W6 BL2BL2 T1 B1 B2 W3 W5 T2 BL1 W7 0-9-11 15-6-1 0-1-8 0-1-8 1-9-1 17-3-2 1-11-4 19-2-6 2-0-3 14-8-7 2-6-0 12-8-4 2-6-0 5-2-4 2-6-0 7-8-4 2-6-0 10-2-4 2-6-12 2-8-4 0-3-0 15-3-15 0-3-0 15-0-15 1-1-0 14-9-15 0-3-0 19-2-6 3-7-7 18-11-6 5-2-4 5-2-4 8-6-11 13-8-151-6-01-2-71-2-70-3-91-6-00-9-40-9-40-8-121-6-0Scale = 1:37.4 Plate Offsets (X, Y):[8:0-3-0,Edge], [10:0-4-8,Edge], [11:0-3-0,Edge], [14:0-6-0,Edge], [18:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL)-0.30 16-17 >754 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.63 Vert(CT)-0.46 16-17 >498 240 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT)0.05 21 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 98 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) *Except* T2:2x4 SPF No.2(flat) BOT CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF Stud(flat) *Except* W7:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)18=1321/0-5-8, (min. 0-1-8), 21=2121/0-2-4, (min. 0-1-8) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3814/0, 3-4=-3814/0, 4-5=-5330/0, 5-6=-5330/0, 6-7=-4774/0, 7-8=-4774/0, 8-9=-2602/0, 9-10=-2584/0 BOT CHORD 17-18=0/2221, 16-17=0/4830, 15-16=0/5276, 14-15=0/5266, 14-22=0/4774, 13-22=0/4774, 12-13=0/4774 WEBS 3-17=-260/0, 8-13=0/1256, 2-17=0/1818, 2-18=-2515/0, 4-17=-1160/0, 4-16=0/571, 5-16=-264/0, 6-16=-328/172,6-14=-706/134, 8-12=-2711/0, 9-12=-529/0, 10-12=0/3026, 10-21=-2196/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 21. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down at 15-0-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 11-18=-10, 1-8=-110, 8-10=-272 (F=-162) Concentrated Loads (lb) Vert: 22=-641 (F) Job Truss Truss Type Qty Ply Roof 323599-A F4 1 1Floor Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:28 Page: 1 ID:4UrFZYl?xuC4x7Wxjoc06JzN8qS-v5VKi4CM5B2f7z0sRWOeXbwPBQQ8XHXGl6Fxr0zWlTL MT18HS 3x12 FP 3x6 FP =1.5x3 =1.5x3 =3x6 =3x8 =4x8 =1.5x3 =3x4 =3x8 =1.5x3 =3x6 =5x12 =1.5x3 =5x12 =3x4 =4x8 =4x4 =4x4 =3x6 =3x8 =1.5x3 =3x4 =3x4 =3x4 =3x6 =1.5x3 =1.5x3 26 25 24 23 22 21 20 19 18 17 27 2812345678910111213141516 W2W1BL1 BL1 B1 T1 T2 B2 W3 W4 W5 W6 1-0-12 31-9-8 0-1-8 31-11-0 0-1-8 0-1-8 1-6-4 20-8-12 1-6-4 19-2-8 2-6-0 12-8-4 2-6-0 5-2-4 2-6-0 30-8-12 2-6-0 15-2-4 2-6-0 17-8-4 2-6-0 23-2-12 2-6-0 25-8-12 2-6-0 28-2-12 2-6-0 7-8-4 2-6-0 10-2-4 2-6-12 2-8-4 5-2-4 5-2-4 6-2-4 31-11-0 6-6-4 25-8-12 14-0-4 19-2-81-6-01-2-71-2-70-3-91-6-01-2-71-2-70-3-91-6-0Scale = 1:56.7 Plate Offsets (X, Y):[11:0-1-8,Edge], [15:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL)-0.20 24-25 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.83 Vert(CT)-0.29 24-25 >790 240 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.05 22 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 130 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) *Except* W3:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)17=433/0-5-8, (min. 0-1-8), 22=2424/0-5-8, (min. 0-1-10), 26=930/0-5-8, (min. 0-1-8) Max Uplift 17=-19 (LC 3) Max Grav 17=596 (LC 4), 22=2424 (LC 1), 26=961 (LC 3) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2493/0, 3-4=-2493/0, 4-5=-2709/0, 5-6=-2709/0, 6-7=-753/190, 7-8=-753/190, 8-9=0/2854, 9-10=0/2854,10-11=0/2854, 11-12=0/1895, 12-13=-1108/582, 13-14=-1108/582, 14-15=-459/10 BOT CHORD 25-26=0/1550, 24-25=0/2854, 23-24=0/1980, 22-23=-1459/0, 21-22=-1895/0, 20-21=-1895/0, 19-20=-1167/590, 18-19=-225/1041, 17-18=-10/459 WEBS 3-25=-264/0, 13-19=-270/0, 2-25=0/1076, 2-26=-1754/0, 4-25=-412/0, 5-24=-273/0, 6-24=0/896, 6-23=-1464/0,7-23=-282/0, 8-23=0/2141, 8-22=-1882/0, 12-19=0/930, 12-20=-1517/0, 11-20=0/761, 11-22=-1479/0, 14-19=-407/77, 14-18=-664/245, 15-18=-74/363, 15-17=-750/17 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 17.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F5 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:28 Page: 1 ID:M_BCkocvucto9SPY9u1fCvzN8zg-v5VKi4CM5B2f7z0sRWOeXbwMQQM?XM8Gl6Fxr0zWlTL MT18HS 3x12 FP 3x6 FP=1.5x3 =6x6 =3x4 =4x6 =3x8 =4x8 =1.5x3 =3x4 =3x8 =1.5x3 =3x6 =5x12 =1.5x3 =5x12 =3x4 =4x8 =4x4 =4x4 =3x6 =3x8 =1.5x3 =3x4 =3x4 =3x4 =3x6 =1.5x3 =1.5x3 28 27 26 25 24 23 2221 20 19 18 291234567891011121314151617 W3 W4 T2 B1 T3 B2 W5W2 W6 W7T1 W8W1 BL1 0-5-14 20-5-14 0-9-10 2-4-10 1-0-6 20-0-0 1-0-12 31-6-10 0-1-8 31-8-2 1-6-4 18-11-10 1-7-0 1-7-0 2-6-0 17-5-6 2-6-0 14-11-6 2-6-0 7-5-6 2-6-0 30-5-14 2-6-0 27-11-14 2-6-0 22-11-14 2-6-0 12-5-6 2-6-0 25-5-14 2-6-0 9-11-6 2-6-12 4-11-6 0-2-2 0-2-2 4-9-4 4-11-6 6-2-4 31-8-2 6-6-4 25-5-14 14-0-4 18-11-101-6-01-2-71-2-70-3-91-6-0Scale = 1:54.1 Plate Offsets (X, Y):[1:0-1-8,Edge], [3:0-1-8,Edge], [12:0-1-8,Edge], [16:0-1-8,Edge], [19:0-1-8,Edge], [21:0-1-8,Edge], [27:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL)-0.18 25-26 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.82 Vert(CT)-0.28 25-26 >797 240 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT)-0.03 18 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 130 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) *Except* W5:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=919/0-1-10, (min. 0-1-8), 18=444/0-5-8, (min. 0-1-8), 23=2387/0-5-8, (min. 0-1-10) Max Uplift 18=-7 (LC 3) Max Grav 1=951 (LC 3), 18=600 (LC 4), 23=2387 (LC 1) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1320/0, 2-3=-1316/0, 3-4=-2336/0, 4-5=-2336/0, 5-6=-2651/0, 6-7=-2651/0, 7-8=-785/183, 8-9=-785/183,9-10=0/2751, 10-11=0/2751, 11-12=0/2751, 12-13=0/1800, 13-14=-1122/530, 14-15=-1122/530, 15-16=-462/1 BOT CHORD 26-27=0/1316, 25-26=0/2741, 24-25=0/1966, 23-24=-1383/0, 22-23=-1800/0, 21-22=-1800/0, 20-21=-1094/610, 19-20=-194/1049, 18-19=-1/462 WEBS 4-26=-286/0, 14-20=-270/0, 3-26=0/1158, 3-27=-784/0, 1-27=0/1542, 5-26=-462/0, 6-25=-275/0, 7-25=0/847,7-24=-1414/0, 8-24=-282/0, 9-24=0/2089, 9-23=-1844/0, 13-20=0/907, 13-21=-1494/0, 12-21=0/750, 12-23=-1463/0, 15-20=-383/83, 15-19=-671/221, 16-19=-63/367, 16-18=-755/2 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 18.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F6 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:29 Page: 1 ID:mZtLMqenBXFN0w87q0aMqXzN8zd-NI3ivQD_sVAWl6b2?Dwt4pTXbqjSGnvQ_m_VNTzWlTK MT18HS 3x12 FP 3x6 FP =1.5x3 =7x8 =3x4 =6x8 =5x8 =5x16 =1.5x3 =3x6 =1.5x5 =3x6 =1.5x3 =3x4 =1.5x3 =4x12 =4x10 =5x5 =6x6 =4x6 =1.5x3 =1.5x3 20 19 18 17 16 15 14 13 211232245678910231112 W5W3 T2 B2B1 T3 W4W2 W6 T1 W1 BL1 0-9-10 2-4-10 0-11-6 14-11-6 0-1-8 21-8-2 1-6-10 14-0-0 1-7-0 1-7-0 1-7-4 21-6-10 2-6-0 17-5-6 2-6-0 7-5-6 2-6-0 12-5-6 2-6-0 19-11-6 2-6-0 9-11-6 2-6-12 4-11-6 0-2-2 0-2-2 4-9-4 4-11-6 16-8-12 21-8-21-6-01-2-71-2-70-3-91-6-0Scale = 1:39.2 Plate Offsets (X, Y):[1:0-1-8,Edge], [3:0-1-8,Edge], [11:0-1-8,Edge], [13:Edge,0-1-8], [14:0-1-8,Edge], [19:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL)-0.31 15-16 >819 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.71 Vert(CT)-0.61 15-16 >418 240 MT18HS 220/190 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT)0.00 13 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 101 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) *Except* T1:2x4 SPF No.2(flat), T3:2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF Stud(flat) *Except* W4,W2:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=1567/0-1-10, (min. 0-1-8), 13=1615/0-5-8, (min. 0-1-8) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2275/0, 2-3=-2271/0, 3-22=-4441/0, 4-22=-4441/0, 4-5=-4441/0, 5-6=-6447/0, 6-7=-6447/0, 7-8=-5427/0, 8-9=-5427/0, 9-10=-5427/0, 10-23=-1797/0, 11-23=-1797/0 BOT CHORD 18-19=0/2271, 17-18=0/5801, 16-17=0/5801, 15-16=0/6303, 14-15=0/3878, 13-14=0/1797 WEBS 4-18=-379/0, 3-18=0/2463, 3-19=-1366/0, 1-19=0/2662, 5-18=-1552/0, 5-16=0/738, 6-16=-384/0, 7-15=-1000/0, 9-15=-322/0, 10-15=0/1768, 10-14=-2375/0, 11-14=0/1187, 11-13=-2362/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)The Fabrication Tolerance at joint 17 = 11% 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-22=-110, 9-22=-156, 9-23=-110, 12-23=-156 Job Truss Truss Type Qty Ply Roof 323599-A F7 6 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:29 Page: 1 ID:YePDAB98IRYP3NMCIrKDXOzN8yz-NI3ivQD_sVAWl6b2?Dwt4pTZGqk6GlAQ_m_VNTzWlTK MT18HS 3x12 FP 3x6 FP =1.5x3 =1.5x3 =4x8 =M18AHS 7x18 =5x16 =1.5x3 =3x6 =1.5x5 =3x6 =1.5x3 =3x4 =1.5x3 =4x12 =4x10 =5x5 =6x6 =4x6 =1.5x3 =1.5x3 18 17 16 15 14 13 12 19 2012213456789221011 W2W1 T1 B2B1 T2 W3 W4 BL2 BL1 0-1-8 21-11-0 0-1-8 0-1-8 1-7-4 21-9-8 2-6-0 12-8-4 2-6-0 5-2-4 2-6-0 20-2-4 2-6-0 7-8-4 2-6-0 15-2-4 2-6-0 17-8-4 2-6-0 10-2-4 2-6-12 2-8-4 5-2-4 5-2-4 16-8-12 21-11-01-6-00-6-140-6-140-11-21-6-01-2-71-2-70-3-91-6-0Scale = 1:41.8 Plate Offsets (X, Y):[10:0-1-8,Edge], [12:Edge,0-1-8], [13:0-1-8,Edge], [18:Edge,0-1-8], [19:0-1-8,0-0-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL)-0.33 14-15 >777 480 MT18HS 220/190 TCDL 15.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.65 14-15 >399 240 MT20 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT)0.11 12 n/a n/a M18AHS 142/136 BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 100 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) *Except* T2:2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF Stud(flat) *Except* W3:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=1634/0-5-8, (min. 0-1-8), 18=1571/0-5-8, (min. 0-1-8) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-4734/0, 3-21=-4734/0, 3-4=-4734/0, 4-5=-6632/0, 5-6=-6632/0, 6-7=-5528/0, 7-8=-5528/0, 8-9=-5528/0, 9-22=-1819/0, 10-22=-1819/0 BOT CHORD 17-18=0/2682, 16-17=0/6043, 15-16=0/6043, 14-15=0/6444, 13-14=0/3939, 12-13=0/1819 WEBS 3-17=-354/0, 2-17=0/2342, 2-18=-3038/0, 4-17=-1494/0, 4-15=0/672, 5-15=-380/0, 6-14=-1045/0, 8-14=-321/0, 9-14=0/1814, 9-13=-2419/0, 10-13=0/1208, 10-12=-2392/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)The Fabrication Tolerance at joint 16 = 11% 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 12-18=-10, 1-21=-110, 8-21=-155, 8-22=-110, 11-22=-155 Job Truss Truss Type Qty Ply Roof 323599-A F8 3 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:30 Page: 1 ID:0N1SX9a52BySllXwrhSQRmzN8yQ-rUc47mEcdoINNGAFZxR6c0?jTE41?AYZDQk2wvzWlTJ MT18HS 3x12 FP 3x6 FP =1.5x3 =1.5x3 =4x8 =4x10 =4x12 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =4x10 =4x8 =5x5 =5x5 =4x6 =1.5x3 =1.5x3 18 17 16 15 14 13 12 19 201234567891011 W2W1 T1 B1 B2 T2 W3 BL2 BL1 0-1-8 21-11-0 0-1-8 0-1-8 1-7-4 21-9-8 2-6-0 12-8-4 2-6-0 5-2-4 2-6-0 20-2-4 2-6-0 7-8-4 2-6-0 15-2-4 2-6-0 17-8-4 2-6-0 10-2-4 2-6-12 2-8-4 5-2-4 5-2-4 16-8-12 21-11-01-6-00-6-140-6-140-11-21-6-01-2-71-2-70-3-91-6-0Scale = 1:41.8 Plate Offsets (X, Y):[10:0-1-8,Edge], [12:Edge,0-1-8], [13:0-1-8,Edge], [18:Edge,0-1-8], [19:0-1-8,0-0-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL)-0.43 14-16 >601 480 MT18HS 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.96 Vert(CT)-0.66 14-16 >394 240 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.12 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 87 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:2-2-0 oc bracing: 14-16. REACTIONS (lb/size)12=1293/0-5-8, (min. 0-1-8), 18=1293/0-5-8, (min. 0-1-8) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3713/0, 3-4=-3713/0, 4-5=-5133/0, 5-6=-5133/0, 6-7=-4383/0, 7-8=-4383/0, 8-9=-4383/0, 9-10=-1448/0 BOT CHORD 17-18=0/2168, 16-17=0/4677, 15-16=0/5011, 14-15=0/5011, 13-14=0/3170, 12-13=0/1448 WEBS 3-17=-263/0, 2-17=0/1763, 2-18=-2455/0, 4-17=-1101/0, 4-16=0/520, 5-16=-271/0, 6-14=-716/0, 8-14=-272/0,9-14=0/1385, 9-13=-1965/0, 10-13=0/989, 10-12=-1904/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F9 5 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:30 Page: 1 ID:v8GzMWdb6QStEMqi4XXMcczN8yM-rUc47mEcdoINNGAFZxR6c0?i9E1W?BSZDQk2wvzWlTJ 3x6 FP 3x6 FP =3x4 =3x4 =3x4 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 38 3912345678910111213141516171819 ST1W1 W1 T1 B1 B2 T2 BL2 BL1 0-1-8 21-11-0 0-1-8 0-1-8 21-8-0 21-9-8 21-11-0 21-11-01-6-00-6-140-6-140-11-21-6-01-2-71-2-70-3-91-6-0Scale = 1:41.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 20 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 77 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 21-11-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F10 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:31 Page: 1 ID:Jjy5?YfUPLrS5qZGlf43DFzN8yJ-JgATK6EEO6RE?QkR6eyL9EY47ebTkrjiR4TcSLzWlTI =1.5x3 =1.5x3 =3x6 =3x4 =3x4 =3x4 =3x6 =1.5x3 =4x10 =1.5x3 =3x8 9 8 7 6 11 12 10 1 2 3 4 5 W1 BL2BL2BL2BL2 W3 T1 B1 W4W2BL1 1-0-12 1-2-4 0-1-8 0-1-8 2-6-0 3-8-4 2-6-0 6-2-4 2-6-4 8-8-8 0-6-0 8-8-8 2-0-4 8-2-8 6-2-4 6-2-41-6-01-2-71-2-70-3-91-6-00-9-40-9-40-8-121-6-0Scale = 1:26.9 Plate Offsets (X, Y):[2:0-1-8,Edge], [5:0-2-8,Edge], [8:0-1-8,Edge], [11:0-2-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL)-0.01 7-8 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.29 Vert(CT)-0.05 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT)0.02 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 39 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=488/0-5-8, (min. 0-1-8), 12=468/0-4-11, (min. 0-1-8) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-377/0, 3-4=-624/0, 4-5=-624/0 BOT CHORD 8-9=0/377, 7-8=0/760 WEBS 4-7=-263/0, 3-8=-437/0, 2-8=0/258, 2-9=-615/0, 5-7=0/659, 5-12=-513/0 NOTES 1)Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F11 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:31 Page: 1 ID:ghl_2GjcDtTlCbSEYDgEwIzN8yE-JgATK6EEO6RE?QkR6eyL9EYzseX9kmEiR4TcSLzWlTI =1.5x3 =1.5x3 =3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =1.5x3 =1.5x3 9 8 7 6 10 11 1 2 3 4 5 W1 W3BL1 BL1 B1 T1 W4W2 1-0-12 1-2-4 0-1-8 8-8-8 0-1-8 0-1-8 2-4-12 8-7-0 2-6-0 3-8-4 2-6-0 6-2-4 2-6-4 8-8-8 6-2-4 6-2-41-6-01-2-71-2-70-3-91-6-01-2-71-2-70-3-91-6-0Scale = 1:25.3 Plate Offsets (X, Y):[2:0-1-8,Edge], [4:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL)-0.02 7-8 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.33 Vert(CT)-0.05 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 39 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=501/0-5-8, (min. 0-1-8), 9=501/0-5-8, (min. 0-1-8) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-388/0, 3-4=-690/0 BOT CHORD 8-9=0/388, 7-8=0/790, 6-7=0/690 WEBS 3-8=-459/0, 2-8=0/269, 2-9=-633/0, 4-6=-790/0 NOTES 1)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F12 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:32 Page: 1 ID:4GR7gHmVWorJ32ApDLExYxzN8yB-JgATK6EEO6RE?QkR6eyL9EY1MeWZkoiiR4TcSLzWlTI =1.5x3 =1.5x3 =3x6 =3x4 =3x4 =3x4 =3x6 =1.5x3 =1.5x3 7 6 5 8 9 1 2 3 4 W1 W2BL1 BL1 B1 T1 W3 0-1-8 7-8-8 0-1-8 0-1-8 2-4-12 7-7-0 2-6-0 5-2-4 2-6-12 2-8-4 2-6-4 7-8-8 5-2-4 5-2-41-6-01-2-71-2-70-3-91-6-01-2-71-2-70-3-91-6-0Scale = 1:21.1 Plate Offsets (X, Y):[3:0-1-8,Edge], [6:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL)-0.01 6-7 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.29 Vert(CT)-0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.01 5 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 33 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=441/0-5-8, (min. 0-1-8), 7=441/0-5-8, (min. 0-1-8) 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-588/0 BOT CHORD 6-7=0/581, 5-6=0/588 WEBS 2-7=-654/0, 3-5=-672/0 NOTES 1)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F13 4 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:32 Page: 1 ID:0eZt5znl2Q51IMKBLmGPdMzN8y9-ntkrYSFs9QZ5caJdgLTahR5CB2sPTFRsgkD9_nzWlTH =3x4 =3x4 14 13 12 11 10 9 8 15 16 1 2 3 4 5 6 7 ST1W1 W1BL1BL1 B1 T1 0-1-8 7-8-8 0-1-8 0-1-8 7-5-8 7-7-0 7-8-8 7-8-81-6-01-2-71-2-70-3-91-6-01-2-71-2-70-3-91-6-0Scale = 1:20.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 30 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 7-8-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 8, 9, 10, 11, 12, 13, 14 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F14 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:32 Page: 1 ID:z1gdWfp?a1LlXgUaSBItjnzN8y7-ntkrYSFs9QZ5caJdgLTahR5Fu2wnTIysgkD9_nzWlTH =3x4 =3x4 =3x4 18 17 16 15 14 13 12 11 10 19 1 2 3 4 5 6 7 8 9 ST1W1 W1W1 B1 T1 BL1 0-1-8 0-1-8 10-4-0 10-5-8 10-5-8 10-5-81-6-01-2-71-2-70-3-91-6-01-6-0Scale = 1:23.4 Plate Offsets (X, Y):[10:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 10 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 39 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 10-5-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 10, 11, 12, 13, 14, 15, 16, 17, 18 15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F15 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:33 Page: 1 ID:row8M0sWdGsB0HnLh0NptdzN8y3-F3IDloGUwjhyEkuqE3_pEfdQeRG0ClD?vOyiWEzWlTG =1.5x3 =1.5x3 =3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 8 7 6 9 51234 W3W1 T1 B1 T2 W2 W4 BL1 0-10-4 0-11-12 1-1-14 4-7-10 0-1-8 0-1-8 1-7-0 6-2-10 2-6-0 3-5-12 0-2-2 6-2-10 6-0-8 6-0-81-6-00-6-140-6-140-11-21-6-01-6-0Scale = 1:29.8 Plate Offsets (X, Y):[2:0-1-8,Edge], [7:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL)0.00 6-7 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.23 Vert(CT)-0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 28 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=351/0-1-10, (min. 0-1-8), 8=344/0-5-8, (min. 0-1-8) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=0/399 WEBS 3-6=-455/0, 2-8=-445/0 NOTES 1)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F16 7 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:33 Page: 1 ID:Cmj1PkwfSoUT62gJUaz_agzN8y_-F3IDloGUwjhyEkuqE3_pEfdNxRDYCje?vOyiWEzWlTG =3x4 =1.5x5 =3x6 13 12 11 10 9 8 14 6 712345 ST1 T1 B1 T2 W1 W2ST2 BL1 0-1-8 0-1-8 1-7-0 6-2-10 4-6-2 4-7-10 0-2-2 6-2-10 6-0-8 6-0-81-6-00-6-140-6-140-11-21-6-01-6-0Scale = 1:23.5 Plate Offsets (X, Y):[6:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)0.00 13 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(CT)0.00 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 7 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 24 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 6-0-0. except 7=0-1-10 (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 7, 8, 9, 10, 11, 12, 13 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F17 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:33 Page: 1 ID:cLPA1lyXljs2zWPu9iWhCJzN8xx-F3IDloGUwjhyEkuqE3_pEfdQgRG?ClD?vOyiWEzWlTG =3x4 =3x4 12 11 10 9 8 7 13 14 1 2 3 4 5 6 ST1 W1W1 B1 T1 BL2 BL1 0-1-8 6-0-0 0-1-8 0-1-8 5-9-0 5-10-8 6-0-0 6-0-01-6-00-6-140-6-140-11-21-6-01-2-71-2-70-3-91-6-0Scale = 1:18.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 7 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 24 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 6-0-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 7, 8, 9, 10, 11, 12 18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A F18 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:34 Page: 1 ID:Uoc2Wcg24mA6EmQH43Vc3QzWnfT-jFsbz8H7h1ppsuT0omV2nsAbMrcAxCS982iG3gzWlTF =1.5x3 =3x6 =3x8 =1.5x3 =1.5x3 =6x12 =4x8 =5x12 =1.5x3 =3x6 =4x12 =3x6 =M18AHS 7x18 =1.5x5 =1.5x3 =4x10 =6x8 =3x4 =6x6 =4x6 =6x6 =1.5x3 =1.5x3 21 20 15 142413 1217191816 22 231234567891011 W9 B5B5 W7 W12 W12W1W1W6W6 T1 B3B2 W8 B4 W5 B1 W2 W3 W10 W11 BL1 BL2 W4 0-5-0 2-8-4 0-10-0 15-5-8 0-1-8 19-2-6 0-1-8 0-1-8 1-8-4 14-7-8 1-9-11 17-3-3 1-9-11 19-0-14 2-1-12 2-3-4 2-6-0 5-2-4 2-6-0 7-8-4 2-6-0 10-2-4 2-9-0 12-11-4 0-0-12 12-11-4 0-0-12 2-4-0 0-3-0 15-1-0 0-3-0 15-4-0 1-10-7 17-2-7 1-10-12 14-10-0 1-11-15 19-2-6 2-3-4 2-3-4 2-10-4 5-2-4 7-8-4 12-10-81-8-01-4-71-4-70-3-91-8-01-4-71-4-70-3-91-8-0Scale = 1:37 Plate Offsets (X, Y):[6:0-1-8,Edge], [8:0-3-0,Edge], [14:0-3-0,Edge], [15:Edge,0-0-12], [16:0-9-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL)-0.37 17-18 >620 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.56 17-18 >408 240 M18AHS 142/136 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT)0.15 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 199 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* B3:2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) *Except* W11:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=1640/0-2-10, (min. 0-1-8), 21=1259/0-5-8, (min. 0-1-8) 19 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 21-22=-1246/0, 1-22=-1245/0, 1-2=-3059/0, 2-3=-3107/0, 3-4=-5956/0, 4-5=-5977/0, 5-6=-7675/0, 6-7=-7884/0,7-8=-7786/0, 8-9=-3609/0, 9-10=-3609/0 BOT CHORD 14-24=0/3609, 13-24=0/3609, 12-13=0/1959, 18-19=0/3572, 17-18=0/7264, 16-17=0/7678 WEBS 4-18=-266/0, 7-16=-278/0, 8-14=-1758/0, 9-13=-364/0, 5-18=-1350/0, 5-17=0/519, 6-17=-374/0, 6-16=0/609,8-16=0/4568, 14-16=0/3666, 1-19=0/3217, 10-13=0/2133, 10-12=-2480/0, 3-18=0/2513, 3-19=-1164/0 NOTES 1)Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are MT20 plates unless otherwise indicated. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 7)CAUTION, Do not erect truss backwards. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down at 15-1-0 on bottom chord. The design/selection of suchconnection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 20-21=-10, 1-11=-110, 12-15=-10, 16-19=-10 Concentrated Loads (lb) Vert: 24=-641 (F) Job Truss Truss Type Qty Ply Roof 323599-A FF1 1 2Floor Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:34 Page: 1 ID:Ap?mq_nNNWNF5xMEZ4dPwlzN8nq-jFsbz8H7h1ppsuT0omV2nsAQirQ?x_v982iG3gzWlTF =1.5x3 =3x6 =4x8 =1.5x3 =1.5x3 =5x16 =3x8 =4x10 =1.5x3 =3x6 =3x4 =3x4 =5x16 =1.5x3 =1.5x3 =3x4 =4x10 =2x6 16 15 10 9 14 13 12 11 18 19 171 2 3 4 5 6 7 8 W1 W5 W6 W6 BL2BL2 T1 B2 W7 B1 W3 B3 W2 W9 W8 BL1 W4 0-5-0 2-8-4 0-1-8 0-1-8 2-1-12 2-3-4 2-3-4 15-2-8 2-6-0 5-2-4 2-6-0 7-8-4 2-6-0 10-2-4 2-9-0 12-11-4 0-0-12 2-4-0 0-0-12 12-11-4 0-3-0 15-2-8 2-0-4 14-11-8 2-3-4 2-3-4 2-10-4 5-2-4 7-8-4 12-10-81-8-01-4-71-4-70-3-91-8-01-0-41-0-40-7-121-8-0Scale = 1:31.4 Plate Offsets (X, Y):[1:Edge,0-1-8], [6:0-1-8,Edge], [8:0-4-8,Edge], [11:0-8-12,Edge], [12:0-1-8,Edge], [14:0-8-4,Edge], [18:0-3-0,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL)-0.26 12-13 >698 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.79 Vert(CT)-0.41 12-13 >431 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT)0.10 19 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 67 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* B2:2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) *Except* W3:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)16=886/0-5-8, (min. 0-1-8), 19=878/0-3-0, (min. 0-1-8) 20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-876/0, 1-17=-875/0, 1-2=-1937/0, 2-3=-1956/0, 3-4=-3467/0, 4-5=-3467/0, 5-6=-3395/0, 6-7=-1930/0, 7-8=-1925/0 BOT CHORD 13-14=0/2216, 12-13=0/3818, 11-12=0/3395 WEBS 7-11=-293/0, 4-13=-274/0, 5-13=-373/0, 5-12=-448/0, 6-11=-1541/0, 8-11=0/2023, 1-14=0/2054, 3-13=0/1326,3-14=-692/0, 8-19=-906/0 NOTES 1)Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF2 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:34 Page: 1 ID:jxyDn9au1BBVWJKFU6iCiGzN8f2-jFsbz8H7h1ppsuT0omV2nsATDrQ5xzR982iG3gzWlTF =1.5x3 =3x6 =4x8 =1.5x3 =1.5x3 =5x16 =3x8 =1.5x3 =4x10 =3x6 =3x4 =3x4 =5x16 =1.5x3 =1.5x3 =4x8 =3x6 =1.5x3 16 15 10 9 14 13 12 11 17 1812345678 W1 W5 B1 B1 W3 W3 W2 W2 BL1 BL1 W6W6 T1 B2 W7W4 0-5-0 2-8-4 0-1-8 15-2-8 0-1-8 0-1-8 2-1-12 15-1-0 2-1-12 2-3-4 2-6-0 5-2-4 2-6-0 7-8-4 2-6-0 10-2-4 2-9-0 12-11-4 0-0-12 2-4-0 0-0-12 12-11-4 2-3-4 2-3-4 2-3-4 15-2-8 2-10-4 5-2-4 7-8-4 12-10-81-8-01-4-71-4-70-3-91-8-01-4-71-4-70-3-91-8-0Scale = 1:31.1 Plate Offsets (X, Y):[1:Edge,0-1-8], [6:0-1-8,Edge], [8:0-1-8,Edge], [11:0-8-12,Edge], [12:0-1-8,Edge], [14:0-8-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL)-0.26 12-13 >693 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.42 12-13 >428 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.16 9 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 68 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) *Except* B2:2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) *Except* W3:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=890/0-5-8, (min. 0-1-8), 16=890/0-5-8, (min. 0-1-8) 21 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-880/0, 1-17=-879/0, 9-18=-880/0, 8-18=-879/0, 1-2=-1947/0, 2-3=-1965/0, 3-4=-3488/0, 4-5=-3488/0,5-6=-3438/0, 6-7=-1988/0, 7-8=-1982/0 BOT CHORD 13-14=0/2227, 12-13=0/3851, 11-12=0/3438 WEBS 7-11=-297/0, 1-14=0/2064, 8-11=0/2102, 6-11=-1525/0, 5-12=-438/0, 5-13=-384/0, 4-13=-274/0, 3-13=0/1337,3-14=-696/0 NOTES 1)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF3 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:35 Page: 1 ID:7VeMPBdnK6Z4Nm2q9FGvKuzN8f?-BSQzAUHlSLxgT12CLU0HJ4jeDFmEgV_IMiRpb6zWlTE =1.5x3 =1.5x3 =3x6 =3x6 =3x8 =1.5x3 =3x4 =1.5x3 =3x8 =3x6 =3x6 =1.5x3 =1.5x3 11 10 9 8 12 13 1 2 3 4 5 6 7 W2W1BL1 BL1 B1 T1 W3 0-1-8 15-2-8 0-1-8 0-1-8 2-4-12 15-1-0 2-6-0 12-8-4 2-6-0 5-2-4 2-6-0 7-8-4 2-6-0 10-2-4 2-6-12 2-8-4 5-2-4 5-2-4 10-0-4 15-2-81-8-01-4-71-4-70-3-91-8-01-4-71-4-70-3-91-8-0Scale = 1:31.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL)-0.09 9-10 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.66 Vert(CT)-0.14 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.04 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 63 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=891/0-5-8, (min. 0-1-8), 11=891/0-5-8, (min. 0-1-8) 22 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1994/0, 3-4=-1994/0, 4-5=-1962/0, 5-6=-1962/0 BOT CHORD 10-11=0/1267, 9-10=0/2205, 8-9=0/1199 WEBS 3-10=-264/0, 2-10=0/854, 2-11=-1474/0, 4-9=-286/0, 5-9=-267/0, 6-9=0/896, 6-8=-1421/0 NOTES 1)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF4 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:35 Page: 1 ID:7VeMPBdnK6Z4Nm2q9FGvKuzN8f?-BSQzAUHlSLxgT12CLU0HJ4jicFoIgY8IMiRpb6zWlTE =3x4 =3x4 26 25 24 23 22 21 20 19 18 17 16 15 14 28 27 1 2 3 4 5 6 7 8 9 10 11 12 13 ST1 W1W1BL1BL1 B1 T1 0-1-8 0-1-8 0-1-8 15-2-8 14-11-8 15-1-0 15-2-8 15-2-81-8-01-4-71-4-70-3-91-8-01-4-71-4-70-3-91-8-0Scale = 1:31.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 14 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 58 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 15-2-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF5 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:36 Page: 1 ID:X4JU1Cffc1xfEEnPrNpcxXzN8ey-ge_LNpINDe3X5BdOvBYWsHFxsfIcP6ySbMBN7ZzWlTD 3x8 FP =1.5x3 =3x6 =4x8 =1.5x3 =5x16 =4x12 =1.5x3 =4x12 =3x6 =4x10 =3x6 =MT18HS 12x20 =1.5x3 =4x12 =5x12 =4x4 =1.5x3 =4x8 =4x4 =4x6 =5x12 =1.5x3 =2x6 24 23 18 17 16 15 1422212019 26 27 251 2 3 4 5 6 7 8 9 10 11 12 13 W1 W5 W10 W10 W11 W11W6W6 BL2BL2T2T1 B2 B4 W7 B3 B1 W8 W9W3 W2 BL1 W4 0-8-0 0-5-0 2-8-4 1-5-1 21-7-5 0-1-8 0-1-8 1-8-13 23-4-2 2-1-12 2-3-4 2-3-0 15-2-4 2-6-0 5-2-4 2-6-0 7-8-4 2-6-0 17-8-4 2-6-0 20-2-4 2-6-0 10-2-4 2-9-0 12-11-4 0-0-12 2-4-0 0-0-12 12-11-4 0-3-0 23-4-2 2-3-4 2-3-4 2-10-4 5-2-4 7-8-4 12-10-8 10-1-14 23-1-21-8-01-4-71-4-70-3-91-8-00-11-140-11-140-8-21-8-0Scale = 1:43.2 Plate Offsets (X, Y):[1:Edge,0-1-8], [6:0-1-8,Edge], [8:0-9-12,Edge], [9:0-1-8,Edge], [12:0-1-8,Edge], [13:0-4-8,Edge], [15:0-1-8,Edge], [17:0-4-4,Edge], [20:0-2-12,Edge], [22:0-8-4,Edge], [26:0-3-0,0-0-2] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL)-0.56 19-20 >495 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.66 Vert(CT)-0.84 19-20 >330 240 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.15 27 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 121 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) *Except* B3:2x4 SPFNo.2(flat) WEBS 2x4 SPF Stud(flat) *Except* W3,W9,W8:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)24=920/0-5-8, (min. 0-1-8), 27=907/0-1-10, (min. 0-1-8) 24 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 24-25=-914/0, 1-25=-914/0, 1-2=-2104/0, 2-3=-2127/0, 3-4=-4201/0, 4-5=-4201/0, 5-6=-6038/0, 6-7=-6496/0, 7-8=-6496/0, 8-9=-6413/0, 9-10=-3178/0, 10-11=-1615/0, 11-12=-1615/0, 12-13=-928/0 BOT CHORD 16-17=0/2549, 15-16=0/928, 21-22=0/2446, 20-21=0/5365, 19-20=0/6040 WEBS 5-21=-1233/0, 5-20=0/714, 6-20=-356/0, 6-19=0/478, 3-21=0/1860, 3-22=-850/0, 1-22=0/2232, 9-17=-1331/0, 10-17=0/740, 10-16=-1097/0, 12-16=0/1013, 12-15=-905/0, 13-15=0/1233, 9-19=0/3428, 17-19=0/3222, 13-27=-956/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 27. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF6 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:36 Page: 1 ID:yf?dfEhYvyJE5hWzWVNJZ9zN8ev-ge_LNpINDe3X5BdOvBYWsHFmmf8cPtSSbMBN7ZzWlTD MT18HS 3x12 FP 3x6 FP =1.5x3 =1.5x3 =4x8 =4x10 =4x12 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =4x8 =4x6 =1.5x3 =5x8 =5x5 =6x6 =6x8 =1.5x3 =2x6 20 19 18 17 16 15 14 13 22 23 211 2 3 4 5 6 7 8 9 10 11 12 W2W1 W3 W3 BL2BL2T1 B1 T2 B2 W4BL1 1-5-1 21-7-5 0-1-8 0-1-8 1-8-13 23-4-2 2-6-0 12-8-4 2-6-0 5-2-4 2-6-0 15-2-4 2-6-0 17-8-4 2-6-0 20-2-4 2-6-0 7-8-4 2-6-0 10-2-4 2-6-12 2-8-4 0-3-0 23-4-2 5-2-4 5-2-4 17-10-14 23-1-21-8-01-4-71-4-70-3-91-8-00-11-140-11-140-8-21-8-0Scale = 1:43.2 Plate Offsets (X, Y):[11:0-1-8,Edge], [12:0-3-8,Edge], [14:0-1-8,Edge], [20:Edge,0-1-8], [22:0-3-0,0-0-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL)-0.45 17-18 >621 480 MT18HS 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.98 Vert(CT)-0.69 17-18 >404 240 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.08 23 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 97 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) *Except* W4:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:2-2-0 oc bracing: 17-18. REACTIONS (lb/size)20=1381/0-5-8, (min. 0-1-8), 23=1361/0-1-10, (min. 0-1-8) 25 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3601/0, 3-4=-3601/0, 4-5=-5152/0, 5-6=-5152/0, 6-7=-4765/0, 7-8=-4765/0, 8-9=-2423/0, 9-10=-2423/0,10-11=-2423/0, 11-12=-1389/0 BOT CHORD 19-20=0/2080, 18-19=0/4603, 17-18=0/5184, 16-17=0/3826, 15-16=0/3826, 14-15=0/1389 WEBS 3-19=-263/0, 2-19=0/1786, 2-20=-2423/0, 4-19=-1177/0, 4-18=0/645, 5-18=-271/0, 6-17=-492/0, 7-17=-270/0,8-17=0/1103, 8-15=-1649/0, 11-15=0/1526, 11-14=-1332/0, 12-14=0/1816, 12-23=-1452/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 23. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF7 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:36 Page: 1 ID:yf?dfEhYvyJE5hWzWVNJZ9zN8ev-ge_LNpINDe3X5BdOvBYWsHFknf3YPuXSbMBN7ZzWlTD MT18HS 3x12 FP 3x6 FP =1.5x3 =5x12 =5x8 =4x8 =5x12 =1.5x3 =3x4 =3x6 =1.5x3 =1.5x3 =3x4 =1.5x3 =4x8 =4x6 =1.5x3 =5x8 =5x5 =6x6 =6x8 =1.5x3 =2x6 21 20 19 18 17 16 15 14 13 23 2524 22 1 2 3 4 5 6 7 8 9 10 11 12 W4W3 W5 W5W1 W1BL2BL2BL1BL1T1 B1 B2 T2 W2 1-5-1 21-4-7 1-8-13 23-1-4 2-4-10 2-4-10 2-6-0 12-5-6 2-6-0 14-11-6 2-6-0 17-5-6 2-6-0 19-11-6 2-6-0 7-5-6 2-6-0 9-11-6 2-6-12 4-11-6 0-3-0 0-3-0 0-3-0 23-1-4 4-8-6 4-11-6 7-3-10 12-3-0 10-7-4 22-10-41-8-01-2-01-2-00-6-01-8-00-11-140-11-140-8-21-8-0Scale = 1:43.2 Plate Offsets (X, Y):[1:Edge,0-1-8], [2:0-1-8,Edge], [11:0-1-8,Edge], [12:0-3-8,Edge], [14:0-1-8,Edge], [20:0-1-8,Edge], [23:0-3-0,0-0-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL)-0.43 16-18 >639 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.96 Vert(CT)-0.66 16-18 >417 240 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.01 25 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 97 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) *Except* W1,W2:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:2-2-0 oc bracing: 16-18. REACTIONS (lb/size)24=1352/0-2-8, (min. 0-1-8), 25=1345/0-1-10, (min. 0-1-8) 26 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1840/0, 2-3=-3412/0, 3-4=-3412/0, 4-5=-5021/0, 5-6=-5021/0, 6-7=-4683/0, 7-8=-4683/0, 8-9=-4683/0,9-10=-2392/0, 10-11=-2392/0, 11-12=-1372/0 BOT CHORD 19-20=0/1840, 18-19=0/4441, 17-18=0/5077, 16-17=0/5077, 15-16=0/3770, 14-15=0/1372 WEBS 3-19=-271/0, 2-19=0/1834, 2-20=-1255/0, 1-20=0/2139, 4-19=-1210/0, 4-18=0/681, 5-18=-272/0, 6-16=-464/0,8-16=-270/0, 9-16=0/1073, 9-15=-1618/0, 11-15=0/1505, 11-14=-1316/0, 12-14=0/1793, 1-24=-1465/0, 12-25=-1436/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)The Fabrication Tolerance at joint 17 = 11% 3)Bearing at joint(s) 24, 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 24, 25. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF8 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:37 Page: 1 ID:fs7qKT0UYFjOrr4AbgMe9szN8eU-8qYkb9J?_yBOjLCbTv3lOVow83QA8Lebq0wwf?zWlTC 3x6 FP 3x6 FP=1.5x3 =5x12 =6x6 =4x6 =4x8 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =4x12 =1.5x3 =4x10 =6x6 =5x5 =3x4 =4x8 =4x10 =4x12 =1.5x3 =3x4 =1.5x3 =3x6 =3x4 =4x10 =3x4 =1.5x5 28 27 26 25 24 2322 21 20 19 1831 30 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 W4W3BL1BL1 B1 T1 T2 B2 W2 W5 W7W6W1 BL2 0-10-4 22-3-10 1-3-8 33-7-2 1-6-0 21-5-6 0-1-8 33-8-10 2-4-10 2-4-10 2-6-0 17-5-6 2-6-0 19-11-6 2-6-0 12-5-6 2-6-0 14-11-6 2-6-0 24-9-10 2-6-0 27-3-10 2-6-0 29-9-10 2-6-0 7-5-6 2-6-0 9-11-6 2-6-0 32-3-10 2-6-12 4-11-6 1-2-6 21-5-6 0-3-0 0-3-0 3-4-4 24-9-10 4-8-6 4-11-6 8-11-0 33-8-10 15-3-10 20-3-01-8-01-2-01-2-00-6-01-8-01-4-81-4-80-3-81-8-0Scale = 1:59.1 Plate Offsets (X, Y):[1:Edge,0-1-8], [2:0-1-8,Edge], [10:0-1-8,Edge], [18:Edge,0-1-8], [23:0-1-8,Edge], [27:0-1-8,Edge], [29:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL)-0.23 25 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.98 Vert(CT)-0.35 25-26 >730 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT)0.02 21 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 142 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) *Except* T2:2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) *Except* W1:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)18=794/ Mechanical, (min. 0-1-8), 21=2635/0-5-8, (min. 0-1-12), 31=1030/0-2-8, (min. 0-1-8) Max Grav 18=1022 (LC 4), 21=2635 (LC 1), 31=1052 (LC 3) 27 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 18-29=-507/0, 17-29=-494/0, 1-2=-1402/0, 2-3=-2481/0, 3-4=-2481/0, 4-5=-3119/0, 5-6=-3119/0, 6-7=-1812/0, 7-8=-1812/0, 8-9=0/1736, 9-10=0/1736, 10-11=0/3127, 11-12=0/3126, 12-13=-211/1640, 13-14=-211/1640, 14-15=-855/433, 15-16=-855/433 BOT CHORD 26-27=0/1402, 25-26=0/3024, 24-25=0/2689, 23-24=-209/409, 22-23=-1736/0, 21-22=-1736/0, 20-21=-2512/0, 19-20=-976/754, 18-19=-96/421 WEBS 3-26=-274/0, 13-20=-281/0, 2-26=0/1259, 2-27=-948/0, 1-27=0/1622, 4-26=-638/0, 5-25=-273/0, 6-25=0/548,6-24=-1074/0, 7-24=-273/0, 8-24=0/1690, 8-23=-2224/0, 10-23=0/1200, 10-21=-2000/0, 12-20=0/1686, 12-21=-1259/0,14-20=-1071/0, 14-19=0/638, 15-19=-282/0, 16-19=-397/511, 16-18=-642/185, 1-31=-1145/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Bearing at joint(s) 31 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 31. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 18-28=-10, 1-17=-110 Concentrated Loads (lb) Vert: 17=-480 Job Truss Truss Type Qty Ply Roof 323599-A FF9 3 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:37 Page: 1 ID:f7fFuHE8YTs_NStR5l9dLRzN8eD-8qYkb9J?_yBOjLCbTv3lOVoxc3Pn8Mlbq0wwf?zWlTC 3x6 FP 3x6 FP=1.5x3 =5x12 =6x6 =4x6 =4x8 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =4x12 =1.5x3 =4x10 =6x6 =5x5 =3x4 =4x8 =4x10 =4x12 =1.5x3 =3x4 =3x4 =3x4 =3x6 =4x6 =4x10 =3x4 =1.5x5 29 28 27 26 25 2423 22 21 20 19 1832 31 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 W3 W4BL1BL1 B1 T1 T2 B2 W7W2W5 W8W6W1 BL2 0-10-4 22-3-10 1-1-5 33-7-2 1-6-0 21-5-6 0-1-8 33-8-10 2-4-10 2-4-10 2-6-0 9-11-6 2-6-0 19-11-6 2-6-0 14-11-6 2-6-0 24-9-10 2-6-0 27-3-10 2-6-0 29-9-10 2-6-0 7-5-6 2-6-0 17-5-6 2-6-0 12-5-6 2-6-12 4-11-6 2-8-3 32-5-13 1-2-6 21-5-6 1-3-4 33-8-10 0-3-0 0-3-0 3-4-4 24-9-10 4-8-6 4-11-6 7-7-12 32-5-6 15-3-10 20-3-01-8-01-2-01-2-00-6-01-8-01-4-81-4-80-3-81-8-0Scale = 1:59.1 Plate Offsets (X, Y):[1:Edge,0-1-8], [2:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,Edge], [18:Edge,0-1-8], [20:0-1-8,Edge], [24:0-1-8,Edge], [28:0-1-8,Edge], [30:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL)-0.23 26 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.98 Vert(CT)-0.35 26-27 >730 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT)0.02 22 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 145 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) *Except* T2:2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) *Except* W1:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)18=556/ Mechanical, (min. 0-1-8), 22=2634/0-5-8, (min. 0-1-12), 32=1030/0-2-8, (min. 0-1-8) Max Grav 18=783 (LC 4), 22=2634 (LC 1), 32=1053 (LC 3) 28 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1403/0, 2-3=-2483/0, 3-4=-2483/0, 4-5=-3123/0, 5-6=-3123/0, 6-7=-1817/0, 7-8=-1817/0, 8-9=0/1734, 9-10=0/1734, 10-11=0/3124, 11-12=0/3124, 12-13=-207/1636, 13-14=-207/1636, 14-15=-848/439, 15-16=-383/82 BOT CHORD 27-28=0/1403, 26-27=0/3027, 25-26=0/2694, 24-25=-212/416, 23-24=-1734/0, 22-23=-1734/0, 21-22=-2511/0,20-21=-978/746, 19-20=-439/848, 18-19=-82/383 WEBS 3-27=-274/0, 13-21=-282/0, 16-19=-197/284, 2-27=0/1260, 2-28=-949/0, 1-28=0/1623, 4-27=-639/0, 5-26=-273/0, 6-26=0/548, 6-25=-1074/0, 7-25=-273/0, 8-25=0/1690, 8-24=-2223/0, 10-24=0/1200, 10-22=-2000/0, 12-21=0/1684, 12-22=-1258/0, 14-21=-1066/0, 14-20=0/633, 15-20=-287/0, 15-19=-539/413, 16-18=-649/160, 1-32=-1146/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Bearing at joint(s) 32 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 32. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 18-29=-10, 1-17=-110 Concentrated Loads (lb) Vert: 17=-240 Job Truss Truss Type Qty Ply Roof 323599-A FF11 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:38 Page: 1 ID:UH0X9KIv7Jc85NKaR?G2bizN8e7-c056oVKdlGJEKVnn1ca_xiL6NSl?tp_k2ggTCRzWlTB 3x6 FP MT18HS 3x12 FP=1.5x3 =5x12 =6x6 =4x6 =4x10 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =4x8 =4x8 =5x5 =4x4 =4x6 =1.5x3 =1.5x3 19 18 17 16 15 14 13 12 22 21 201234567891011 W4W3 BL1BL1 T1 B1 T2 B2 W2 W5W1 BL2 1-4-6 21-3-12 0-1-8 21-5-4 2-4-10 2-4-10 2-6-0 9-11-6 2-6-0 12-5-6 2-6-0 14-11-6 2-6-0 19-11-6 2-6-0 7-5-6 2-6-0 17-5-6 2-6-12 4-11-6 0-3-0 0-3-0 3-0-0 21-5-4 4-8-6 4-11-6 13-5-14 18-5-41-8-01-2-01-2-00-6-01-8-01-4-71-4-70-3-91-8-0Scale = 1:40.7 Plate Offsets (X, Y):[1:Edge,0-1-8], [2:0-1-8,Edge], [10:0-1-8,Edge], [12:Edge,0-1-8], [13:0-1-8,Edge], [18:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL)-0.32 15-16 >789 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.81 Vert(CT)-0.49 15-16 >518 240 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.05 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 89 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) *Except* B2:2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) *Except* W1:2x4 SPF No.2(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=1263/0-2-10, (min. 0-1-8), 22=1250/0-2-8, (min. 0-1-8) 29 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1691/0, 2-3=-3095/0, 3-4=-3095/0, 4-5=-4374/0, 5-6=-4374/0, 6-7=-3706/0, 7-8=-3706/0, 8-9=-1090/0, 9-10=-1090/0 BOT CHORD 17-18=0/1691, 16-17=0/3959, 15-16=0/4265, 14-15=0/2626, 13-14=0/2626, 12-13=0/1090 WEBS 3-17=-272/0, 2-17=0/1639, 2-18=-1150/0, 1-18=0/1962, 4-17=-1015/0, 4-16=0/487, 5-16=-272/0, 6-15=-657/0,7-15=-272/0, 8-15=0/1269, 8-13=-1805/0, 10-13=0/990, 10-12=-1642/0, 1-22=-1357/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12, 22. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF12 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:38 Page: 1 ID:M2G1?iLPBY7Za_eMgrL_lYzN8e3-c056oVKdlGJEKVnn1ca_xiL8fSogtnuk2ggTCRzWlTB MT18HS 3x12 FP 3x6 FP=1.5x3 =1.5x3 =4x8 =4x8 =4x10 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =4x8 =4x8 =5x5 =4x4 =4x6 =1.5x3 =1.5x3 18 17 16 15 14 13 12 19 201234567891011 W2W1BL1 BL1 T1 B1 B2 T2 W3 1-4-6 21-6-10 0-1-8 21-8-2 0-1-8 0-1-8 2-6-0 5-2-4 2-6-0 12-8-4 2-6-0 15-2-4 2-6-0 20-2-4 2-6-0 7-8-4 2-6-0 10-2-4 2-6-0 17-8-4 2-6-12 2-8-4 5-2-4 5-2-4 16-5-14 21-8-21-8-01-4-71-4-70-3-91-8-01-4-71-4-70-3-91-8-0Scale = 1:40.7 Plate Offsets (X, Y):[10:0-1-8,Edge], [12:Edge,0-1-8], [13:0-1-8,Edge], [18:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL)-0.33 14-16 >770 480 MT18HS 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.84 Vert(CT)-0.51 14-16 >502 240 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT)0.10 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 90 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=1279/0-2-10, (min. 0-1-8), 18=1279/0-5-8, (min. 0-1-8) 30 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3267/0, 3-4=-3267/0, 4-5=-4488/0, 5-6=-4488/0, 6-7=-3772/0, 7-8=-3772/0, 8-9=-3772/0, 9-10=-1104/0 BOT CHORD 17-18=0/1911, 16-17=0/4104, 15-16=0/4355, 14-15=0/4355, 13-14=0/2666, 12-13=0/1104 WEBS 3-17=-263/0, 2-17=0/1592, 2-18=-2225/0, 4-17=-983/0, 4-16=0/451, 5-16=-272/0, 6-14=-685/0, 8-14=-271/0,9-14=0/1299, 9-13=-1835/0, 10-13=0/1005, 10-12=-1663/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF13 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:39 Page: 1 ID:ndxAdjOIUTV8RSNxMzuhNBzN8e0-4DfU0rLFWZR5yfMzaK5DUwtIys6YcH?uHKP1ktzWlTA 3x6 FP 3x6 FP =1.5x3 =1.5x3 =3x6 =4x6 =4x8 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =4x12 =1.5x3 =4x10 =6x6 =5x5 =3x4 =4x8 =4x10 =4x12 =1.5x3 =4x4 =3x4 =3x4 =3x6 =4x6 =4x10 =3x4 =1.5x5 28 27 26 25 24 23 22 21 20 19 18 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 W1 W2BL1 BL1 T1 B1 B2 T2 W5W3 W6W4 0-10-4 22-6-8 1-1-5 33-10-0 1-6-0 21-8-4 0-1-8 33-11-8 0-1-8 0-1-8 2-6-0 12-8-4 2-6-0 5-2-4 2-6-0 15-2-4 2-6-0 17-8-4 2-6-0 20-2-4 2-6-0 7-8-4 2-6-0 25-0-8 2-6-0 27-6-8 2-6-0 30-0-8 2-6-0 10-2-4 2-6-12 2-8-4 2-8-3 32-8-11 1-3-4 33-11-8 3-4-4 25-0-8 5-2-4 5-2-4 7-7-12 32-8-4 16-6-0 21-8-41-8-01-4-71-4-70-3-91-8-01-4-81-4-80-3-81-8-0Scale = 1:59 Plate Offsets (X, Y):[10:0-1-8,Edge], [15:0-1-8,Edge], [18:Edge,0-1-8], [20:0-1-8,Edge], [23:0-1-8,Edge], [30:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL)-0.24 26 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.99 Vert(CT)-0.36 25-26 >728 240 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT)0.06 22 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 145 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) *Except* T2:2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)18=740/ Mechanical, (min. 0-1-8), 22=2711/0-5-8, (min. 0-1-13), 28=1053/0-5-8, (min. 0-1-8) Max Grav 18=973 (LC 4), 22=2711 (LC 1), 28=1076 (LC 3) 31 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2602/0, 3-4=-2602/0, 4-5=-3166/0, 5-6=-3166/0, 6-7=-1793/0, 7-8=-1793/0, 8-9=0/1826, 9-10=0/1826, 10-11=0/3237, 11-12=0/3236, 12-13=-249/1628, 13-14=-249/1628, 14-15=-1054/247, 15-16=-672/0 BOT CHORD 27-28=0/1574, 26-27=0/3109, 25-26=0/2703, 24-25=-256/357, 23-24=-256/357, 22-23=-1826/0, 21-22=-2592/0,20-21=-878/869, 19-20=-247/1054, 18-19=0/672 WEBS 3-27=-264/0, 13-21=-282/0, 16-19=-254/233, 2-27=0/1207, 2-28=-1832/0, 4-27=-597/0, 5-26=-273/0, 6-26=0/586, 6-25=-1112/0, 7-25=-273/0, 8-25=0/1730, 8-23=-2264/0, 10-23=0/1220, 10-22=-2028/0, 12-21=0/1790, 12-22=-1321/0, 14-21=-1173/0, 14-20=0/741, 15-20=-343/0, 15-19=-443/520, 16-18=-1168/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 18-28=-10, 1-17=-110 Concentrated Loads (lb) Vert: 16=-480 Job Truss Truss Type Qty Ply Roof 323599-A FF14 3 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:39 Page: 1 ID:BCdJFlQAnOtjIv5V16RO?pzN8dz-4DfU0rLFWZR5yfMzaK5DUwtHns45cGTuHKP1ktzWlTA =1.5x3 =1.5x3 =3x6 =3x4 =1.5x3 =3x6 =3x4 =3x6 =1.5x3 =3x6 =1.5x3 =2x6 10 9 8 7 12 11 1 2 3 4 5 6 W1 W3 BL2BL2 T1 B1 W4W2BL1 1-3-8 1-5-0 0-1-8 0-1-8 1-8-4 10-7-4 2-6-0 3-11-0 2-6-0 6-5-0 2-6-0 8-11-0 1-5-4 10-4-4 0-3-0 10-7-4 8-11-0 8-11-01-8-01-4-71-4-70-3-91-8-00-11-140-11-140-8-21-8-0Scale = 1:26.8 Plate Offsets (X, Y):[6:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.16 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horiz(TL)0.00 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 47 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 10-7-4. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 7 Max Grav All reactions 250 (lb) or less at joint(s) 7 except 8=477 (LC 1), 9=579 (LC 1), 10=348 (LC 1) 32 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-8=-261/0, 4-9=-267/0, 3-9=-284/0 NOTES 1)Gable requires continuous bottom chord bearing. 2)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 7. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 7-10=-10, 1-6=-110 Concentrated Loads (lb) Vert: 1=-172 Job Truss Truss Type Qty Ply Roof 323599-A FF15 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:39 Page: 1 ID:cnIRunS34JFI9Nq4iE?5cRzN8dw-4DfU0rLFWZR5yfMzaK5DUwtPLsH7cS?uHKP1ktzWlTA =3x8 =3x8 =3x4 =3x4 =3x6 =3x4 =3x4 =3x4 =3x4 =3x6 =1.5x3 =3x6 =1.5x3 =2x6 12 11 10 9 8 15 13 14 16 1 2 3 4 5 6 7 W1 BL1BL1BL1BL1 BL1BL1 W4W2W2 T1 B1 W3 W5 1-7-12 5-10-8 1-8-2 12-6-10 1-10-6 4-2-12 2-4-6 2-4-6 2-6-0 10-10-8 2-6-0 8-4-8 1-5-2 12-3-10 0-6-0 0-6-0 0-3-0 12-6-10 3-8-12 4-2-12 6-7-12 10-10-81-8-00-11-140-11-140-8-21-8-00-11-140-11-140-8-21-8-0Scale = 1:27.1 Plate Offsets (X, Y):[4:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,Edge], [15:0-3-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL)-0.01 9-10 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.26 Vert(CT)-0.05 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT)0.02 16 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 57 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 11-12. REACTIONS (lb/size)11=950/0-5-8, (min. 0-1-8), 15=57/0-5-4, (min. 0-1-8), 16=396/0-1-10, (min. 0-1-8) Max Uplift 15=-62 (LC 4) Max Grav 11=950 (LC 1), 15=139 (LC 3), 16=406 (LC 4) 33 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/357, 3-4=0/356, 5-6=-387/0, 6-7=-387/0 BOT CHORD 9-10=0/524 WEBS 6-9=-258/0, 2-11=-415/0, 5-10=-406/0, 4-11=-697/0, 7-9=0/517, 7-16=-430/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s) 15, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 15. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 8-12=-10, 1-7=-110 Concentrated Loads (lb) Vert: 2=-3 Job Truss Truss Type Qty Ply Roof 323599-A FF16 3 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:40 Page: 1 ID:NbJu7KmkB_PlfDEug_yy7jzN8dX-YPDsDBLtGtZyapwA81cS07QYdGcsLtZ1W_9aGKzWlT9 =3x8 =3x8 =3x4 =3x4 =3x6 =3x4 =3x4 =3x4 =3x4 =3x6 =1.5x3 =3x8 =1.5x3 =3x6 12 11 10 9 8 15 13 14 16 1 2 3 4 5 6 7 BL1BL1BL1BL1 BL1BL1BL1 W1 W4W2W2 T1 B1 W3 W5 1-7-12 5-10-8 1-10-0 12-8-8 1-10-6 4-2-12 2-4-6 2-4-6 2-6-0 10-10-8 2-6-0 8-4-8 1-5-8 12-4-0 0-6-0 0-6-0 0-4-8 12-8-8 3-8-12 4-2-12 6-7-12 10-10-81-8-00-11-140-11-140-8-21-8-00-11-140-11-140-8-21-8-0Scale = 1:27.3 Plate Offsets (X, Y):[4:0-1-8,Edge], [7:0-2-0,Edge], [10:0-1-8,Edge], [15:0-3-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL)-0.01 9-10 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.23 Vert(CT)-0.05 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.02 16 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 58 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 11-12. REACTIONS (lb/size)11=948/0-5-8, (min. 0-1-8), 15=57/0-5-4, (min. 0-1-8), 16=400/0-3-8, (min. 0-1-8) Max Uplift 15=-62 (LC 4) Max Grav 11=948 (LC 1), 15=138 (LC 3), 16=409 (LC 4) 34 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/354, 3-4=0/353, 5-6=-391/0, 6-7=-391/0 BOT CHORD 9-10=0/528 WEBS 6-9=-256/0, 2-11=-411/0, 5-10=-407/0, 4-11=-698/0, 7-9=0/520, 7-16=-432/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s) 15, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 15. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF17 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:40 Page: 1 ID:JFz47p_fiqo2R8BYHUnPPjzN8dE-YPDsDBLtGtZyapwA81cS07QZPGcCLsX1W_9aGKzWlT9 =3x8 =3x8 =3x4 =3x4 =3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =1.5x3 =1.5x3 12 11 10 9 8 15 14 13 1 2 3 4 5 6 7 W1 BL1BL1BL1BL1 W4W2W2 T1 B1 W5W3 BL2 0-1-8 12-8-8 1-7-12 5-10-8 1-8-8 12-7-0 1-10-6 4-2-12 2-4-6 2-4-6 2-6-0 10-10-8 2-6-0 8-4-8 0-6-0 0-6-0 1-10-0 12-8-8 3-8-12 4-2-12 6-7-12 10-10-81-8-00-11-140-11-140-8-21-8-01-4-71-4-70-3-91-8-0Scale = 1:27.3 Plate Offsets (X, Y):[4:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [15:0-3-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL)-0.01 9-10 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.26 Vert(CT)-0.05 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT)0.01 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 58 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 11-12. REACTIONS (lb/size)8=427/0-5-8, (min. 0-1-8), 11=947/0-5-8, (min. 0-1-8), 15=62/0-5-4, (min. 0-1-8) Max Uplift 15=-57 (LC 4) Max Grav 8=436 (LC 4), 11=947 (LC 1), 15=139 (LC 3) 35 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/342, 3-4=0/342, 5-6=-418/0 BOT CHORD 9-10=0/549, 8-9=0/418 WEBS 2-11=-404/0, 5-10=-413/0, 4-10=0/251, 4-11=-704/0, 6-8=-560/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 15. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF18 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:41 Page: 1 ID:JFz47p_fiqo2R8BYHUnPPjzN8dE-YPDsDBLtGtZyapwA81cS07QaIGbkLtX1W_9aGKzWlT9 =4x8 =3x8 =3x4 =3x4 =4x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =1.5x3 =1.5x3 12 11 10 9 8 15 14 13 1 2 3 4 5 6 7 W1 BL1BL1BL1BL1 W2 T1 B1 W3 W5W4 BL2 0-7-12 5-10-8 0-1-8 12-8-8 1-8-8 12-7-0 2-2-0 5-2-12 2-6-0 10-10-8 2-6-0 8-4-8 3-0-12 3-0-12 0-6-0 0-6-0 1-10-0 12-8-8 4-8-12 5-2-12 5-7-12 10-10-81-8-00-11-140-11-140-8-21-8-01-4-71-4-70-3-91-8-0Scale = 1:27.3 Plate Offsets (X, Y):[1:Edge,0-1-8], [6:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [14:0-2-0,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL)-0.01 9-10 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.20 Vert(CT)-0.04 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 58 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)8=370/0-5-8, (min. 0-1-8), 11=898/0-5-8, (min. 0-1-8), 15=167/0-5-4, (min. 0-1-8) Max Grav 8=388 (LC 4), 11=898 (LC 1), 15=207 (LC 3) 36 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/282, 3-4=0/280, 5-6=-364/0 BOT CHORD 9-10=0/417, 8-9=0/364 WEBS 2-11=-442/0, 5-10=-520/0, 4-10=0/291, 4-11=-539/0, 6-8=-487/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF19 4 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:41 Page: 1 ID:ni2tuzCyTM3VbvZ?LF6d7WzN8cy-0bnERXMW1BhpByVMik7hZLziZgyw4LGBleu7omzWlT8 =3x4 =3x4 =3x4 14 13 12 11 10 9 8 15 1 2 3 4 5 6 7 ST1W1W1 W1 B1 T1 BL1 0-1-8 7-3-0 7-1-8 7-1-8 7-3-0 7-3-01-8-01-4-71-4-70-3-91-8-0Scale = 1:20.5 Plate Offsets (X, Y):[14:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 31 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 7-3-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 8, 9, 10, 11, 12, 13, 14 37 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF20 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:41 Page: 1 ID:8QNDOD8Z_etnuzdy53oRrhzN8xh-0bnERXMW1BhpByVMik7hZLzobg?n4NBBleu7omzWlT8 =1.5x5 =3x4 =4x10 =4x6 =3x6 =3x4 =3x4 =3x4 =4x8 =1.5x3 =4x6 =4x6 =1.5x3 =1.5x3 12 11 10 9 8 1413 1 2 3 4 5 6 7 W1 W4BL1 BL1 B1 T1 W3W2 W5 0-8-10 12-1-10 1-1-5 1-2-13 0-1-8 12-3-2 0-1-8 0-1-8 2-6-0 6-5-0 2-6-0 8-11-0 2-6-0 11-5-0 2-8-3 3-11-0 1-3-4 1-3-4 3-4-2 12-3-2 7-7-12 8-11-01-8-01-4-81-4-80-3-81-8-01-4-71-4-70-3-91-8-0Scale = 1:27.6 Plate Offsets (X, Y):[3:0-1-8,Edge], [8:Edge,0-1-8], [10:0-1-8,Edge], [12:Edge,0-1-8], [13:0-1-8,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL)-0.04 9-10 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.54 Vert(CT)-0.10 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT)0.02 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 58 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=733/0-2-10, (min. 0-1-8), 12=1107/ Mechanical, (min. 0-1-8) 38 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-649/0, 3-4=-1362/0, 4-5=-1188/0, 5-6=-1188/0 BOT CHORD 11-12=0/649, 10-11=0/1362, 9-10=0/1493, 8-9=0/351 WEBS 2-11=0/428, 5-9=-282/0, 2-12=-1116/0, 4-9=-359/0, 3-11=-825/0, 6-9=0/984, 6-8=-833/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 8-12=-10, 1-7=-110 Concentrated Loads (lb) Vert: 1=-180, 2=-240 Job Truss Truss Type Qty Ply Roof 323599-A FF21 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:42 Page: 1 ID:YFXvaiIzbp4MZ7BXpxFVSCzN8cq-UoLdetN8oUpgp64YGSew5YVvF4DwpjSKzIehLCzWlT7 =1.5x3 =1.5x3 =4x6 =3x4 =3x4 =3x4 =3x4 =2x6 =4x6 7 6 5 9 10 8 1 2 3 4 W1 W3 BL2BL2T1 B1 W2BL1 0-9-6 0-10-14 0-1-8 0-1-8 2-6-0 3-4-14 2-9-12 6-2-10 0-3-0 6-2-10 5-11-10 5-11-101-8-01-4-71-4-70-3-91-8-01-2-01-2-00-6-01-8-0Scale = 1:28.7 Plate Offsets (X, Y):[6:0-1-8,Edge], [9:0-3-0,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL)-0.01 5-6 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.23 Vert(CT)-0.06 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.02 10 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 29 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=350/0-5-8, (min. 0-1-8), 10=337/0-2-8, (min. 0-1-8) 39 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=0/372 WEBS 3-5=-376/0, 2-7=-443/0, 4-10=-394/0 NOTES 1)Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF22 7 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:42 Page: 1 ID:zqD1CkLrtkSxQbv6U3pC4rzN8cn-UoLdetN8oUpgp64YGSew5YVrq4Ilpo1KzIehLCzWlT7 =3x4 =2x6 =4x6 12 11 10 9 8 7 14 15 13 1 2 3 4 5 6 ST1W1 W1 BL2BL2T1 B1 BL1 0-1-8 0-1-8 6-1-2 6-2-10 0-3-0 6-2-10 5-11-10 5-11-101-8-01-4-71-4-70-3-91-8-01-2-01-2-00-6-01-8-0Scale = 1:24 Plate Offsets (X, Y):[14:0-3-0,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(CT)0.00 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 15 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 26 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 6-0-0. except 15=0-2-8 (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 12, 15 Max Grav All reactions 250 (lb) or less at joint(s) 7, 8, 9, 10, 11, 12, 15 40 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 15. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 9)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF23 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:42 Page: 1 ID:NPuArmNkAfqVH2eh9CMviTzN8ck-UoLdetN8oUpgp64YGSew5YVzL4LCpqRKzIehLCzWlT7 =3x4 =3x4 12 11 10 9 8 7 13 14 1 2 3 4 5 6 ST1W1 W1BL1BL1 B1 T1 0-1-8 6-0-0 0-1-8 0-1-8 5-9-0 5-10-8 6-0-0 6-0-01-8-01-4-71-4-70-3-91-8-01-4-71-4-70-3-91-8-0Scale = 1:18.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 7 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 26 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF Stud(flat) OTHERS 2x4 SPF Stud(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 6-0-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 7, 8, 9, 10, 11, 12 41 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A FF24 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:13:43 Page: 1 ID:NPuArmNkAfqVH2eh9CMviTzN8ck-y_v?rDOmZoxXRGflp9A9em285ThHYHhUCyNEtfzWlT6 d= 8483#u= 0#d= 8483#u= 0#d= 7499#u= 0#d= 13625#u= 0#DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING.THE TRUSS ID DOES NOT DENOTE THE LEFTEND OF THE ROOF TRUSS ON THEPLACEMENT PLAN. USE THE LEFT END OFTHE SEALED TRUSS DRAWING AND THETRIANGLE ON THE PLACEMENT PLAN TOLOCATE THE PROPER END OF EACH ROOFTRUSS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMu=7040d=0u=8811d=0u=6147d=150u=13296d=0G1G1G1M3M1M1M1M1M1M1M1M1M1M1N1N1N1N1N1N1N1N1N1N1L2L1L1L1L1L1L1L1L1L1L3H1H2G3G4G5J4J3J2J5J5C T 1J5J1J1J1J1J1K1K1K1V5FV6FV7FV8V9V1V2V3V4LUS28LUS28LUS28LUS28LUS28HUS28LUS24LUS24LUS24HGUS210-324-06-0021-06-00 6-00-0052-00-0012-00-001-00-0031-00-006-00-0052-00-0020-00-0020-00-0011-06-00 7-00-0058-06-0011-06-00 16-00-0015-00-0016-00-0058-06-0036-00-0019-00-002-00-001-00-0033-00-006-00-005-00-009-00-007-00-001-11-042-00-002-00-002-00-002-00-00D1C1A3A2A2A2A2A2A2A2A2A2A2A2A2A1A1A1A1A4E1E2E32-00-081-10-122-00-0017-06-002-00-082-00-00Customer: Lyman Lumber - ChanhassenJob Number: 323599-AHome Owner: TOPAZ / SAVANNA / 19614 HARBOR MODELJob Name: RoofSite Address: 19614 HARBOR DRIVE Sales Rep: Tony StimmlerCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 3/27/2023Version: 8.5.3.233 812 =2x4 =4x6 =4x6 =4x10 =4x8MTH18 =6x8 =2x4 =5x8 MTHNH18 =3x8 MTH18 =4x4 =4x6 =2x4 =6x8 =3x4 =5x8 =M18AHS 12x16 1 1221 20 19 15 14 13 2 11 1718 16 10 3 922 8475 6 T1 T2 W6 W1 W1 T1 T2 B1 B5 B2 B3 B4 W3 W4 W5 W7 W8 W9 W10 W12 W11 W13W2 W14 0-8-2 25-7-9 0-8-2 13-11-8 1-6-8 -1-6-8 1-6-8 40-5-8 3-0-11 28-8-4 4-11-8 33-7-12 5-6-0 19-5-8 5-6-0 24-11-8 5-3-4 38-11-0 6-8-5 13-3-7 6-7-2 6-7-2 5-0-12 33-7-12 5-1-8 23-5-8 5-3-4 38-11-0 5-1-8 28-7-0 9-3-4 9-3-4 0-1-4 18-4-0 8-11-8 18-2-1214-4-31-0-5 1-0-09-8-29-8-24-3-1314-0-0Scale = 1:72.2 Plate Offsets (X, Y):[3:0-1-12,0-1-12], [5:0-0-11,0-1-2], [5:0-0-11,0-1-2], [6:0-1-3,0-1-12], [6:0-1-3,0-1-12], [7:14-11-11,22-2-15], [7:14-11-11,22-2-15], [8:0-0-12,0-2-0], [13:Edge,0-9-7], [14:0-4-0,0-1-12], [16:0-5-4,0-4-4], [18:0-5-8,0-3-12], [20:0-2-2,0-2-0], [21:Edge,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.22 19-20 >999 240 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.95 Vert(CT)-0.50 19-20 >938 180 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.18 13 n/a n/a M18AHS 142/136 BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 204 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2,B4:2x3 SPF No.2WEBS2x3 SPF No.2 *Except* W6,W2:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21. 1 Row at midpt 18-22 WEBS 1 Row at midpt 4-22, 8-22, 17-22, 9-17, 3-21 JOINTS 1 Brace at Jt(s): 22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)13=2277/0-5-8, (min. 0-3-9), 21=2277/0-5-8, (min. 0-3-9) Max Horiz 21=-278 (LC 6) Max Uplift 13=-98 (LC 9), 21=-98 (LC 8) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2760/167, 4-5=-638/70, 5-6=-446/93, 2-21=-397/131, 11-13=-2233/121, 6-7=-446/93, 7-8=-640/70, 8-9=-2511/138, 9-10=-3135/124, 10-11=-2872/100 BOT CHORD 20-21=-169/2295, 18-22=-186/297, 17-18=0/2293, 16-17=0/2497, 9-16=-7/571 WEBS 4-22=-1916/130, 8-22=-1868/138, 3-20=-340/196, 4-20=-29/347, 18-20=-64/2060, 4-18=0/584, 17-22=-356/213, 8-17=0/625, 9-17=-686/80, 14-16=-9/2336, 10-14=-761/79, 3-21=-2923/13, 11-14=-5/2317 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)Attach MiTek MTHNH18 (Half and Half Plate) on each face of truss with MiTek NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (6 Nails per side 12 nails total). 5)See HINGE PLATE DETAILS for plate placement. 6)Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 13 and 98 lb uplift at joint 21.9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A A1 4 1Roof Special Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:32 Page: 1 ID:fYU645be_uo_ehpm6?7lL3zN8XH-a2IPYZ3KnolnOm_rarj7sG58y4xjZD0D24t58nzWlW6 812 =2x4 =4x6 =4x6 =3x4 =3x8MTH18 MTHNH18 =5x8 =2x4 MTH18 =3x8 =3x4 =4x6 =4x6 =2x4 1 1116 15 14 13 12 2 10 3 9 17 8475 6 T1 T2 W6 W1 W1 T1 T2 B1B1 W3 W4 W5 W7 W5 W4 W3W2 W2 0-8-2 25-7-9 0-8-2 13-11-8 1-6-8 -1-6-8 1-6-8 40-5-8 5-6-0 19-5-8 5-6-0 24-11-8 6-8-5 32-3-14 6-8-5 13-3-7 6-7-2 6-7-2 6-7-2 38-11-0 9-7-8 29-1-0 9-7-8 19-5-8 9-10-0 38-11-0 9-10-0 9-10-014-4-31-0-59-8-29-8-24-3-1314-0-0Scale = 1:72.2 Plate Offsets (X, Y):[3:0-2-0,0-1-12], [5:0-0-11,0-1-2], [5:0-0-11,0-1-2], [6:0-1-3,0-1-12], [6:0-1-3,0-1-12], [7:14-11-11,22-2-15], [7:14-11-11,22-2-15], [9:0-2-0,0-1-12], [14:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.29 15-16 >999 240 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.60 15-16 >769 180 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.13 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 186 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W6,W2:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 8-17, 4-14, 14-17, 8-14, 3-16, 9-12 JOINTS 1 Brace at Jt(s): 5, 7, 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)12=2277/0-5-8, (min. 0-3-9), 16=2277/0-5-8, (min. 0-3-9) Max Horiz 16=278 (LC 7) Max Uplift 12=-98 (LC 9), 16=-98 (LC 8) 2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2722/158, 4-5=-655/73, 5-6=-454/94, 2-16=-395/131, 10-12=-395/131, 6-7=-454/94, 7-8=-655/73, 8-9=-2722/158 BOT CHORD 15-16=-175/2288, 14-15=-56/1954, 13-14=0/1954, 12-13=-20/2288 WEBS 4-17=-1641/111, 8-17=-1641/111, 3-15=-347/196, 4-15=-31/535, 4-14=-173/407, 8-14=-173/407, 8-13=-31/535, 9-13=-347/196, 3-16=-2913/21, 9-12=-2913/21 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)Attach MiTek MTHNH18 (Half and Half Plate) on each face of truss with MiTek NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (6 Nailsper side 12 nails total). 5)See HINGE PLATE DETAILS for plate placement. 6)Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 16 and 98 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A A2 12 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:33 Page: 1 ID:LjiKqqS65bssoZ7tknqKE7zN8SJ-WRQAzF5aJQ?Ue38EhFlbxhATJucd17aWWOMCCfzWlW4 812 =3x4 =4x6 =4x6 =3x8 =4x4MTH18 =5x8 MTHNH18 =6x6 =5x8 MTH18 =4x4 =3x4 =4x8 =4x4 =3x4 =4x4 1 3042 41 49 40 39 38 37 36 35 34 33 32 31 21 2922819 2717 2615251332412 2310229 208 18 1674 43 44 45 46 47 14115 48 6 T1 T2 W6 W1 W10 T1 T2 B1B1 T4W3 W4W4 W2 W7 T3 W5 W8 W9 ST1 ST2 ST3 ST4 ST5 ST6 ST6 ST6 ST7 ST8 ST9 ST10ST11ST12ST13 0-2-8 24-10-12 0-3-2 17-4-8 0-8-2 25-7-9 0-8-2 13-11-8 0-9-8 38-11-0 1-6-8 -1-6-8 1-6-8 40-5-8 3-1-13 17-1-6 2-1-0 19-5-8 0-0-12 24-11-8 5-10-5 5-10-5 8-1-4 38-1-8 7-5-2 13-3-7 4-4-11 30-0-4 5-2-12 24-8-4 1-4-0 31-5-8 2-1-8 38-11-0 5-4-0 36-9-8 8-11-8 19-5-8 10-6-0 10-6-0 10-8-0 30-1-814-4-31-0-5 4-7-59-5-134-4-80-11-80-11-83-5-04-4-80-1-114-6-24-10-89-4-100-3-89-8-24-3-1314-0-0Scale = 1:72.2 Plate Offsets (X, Y):[2:Edge,0-0-1], [3:0-2-4,0-2-0], [4:0-0-12,0-2-0], [5:0-0-11,0-1-2], [5:0-0-11,0-1-2], [6:0-1-3,0-1-12], [6:0-1-3,0-1-12], [11:14-11-11,22-2-15], [11:14-11-11,22-2-15], [13:0-3-4,0-2-8], [28:0-1-8,0-2-0], [29:0-3-7,Edge], [31:Edge,0-1-8], [33:0-3-8,Edge], [38:0-1-0,0-2-0], [40:0-3-0,0-3-4], [42:0-2-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.26 41-42 >999 240 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.15 BC 1.00 Vert(CT)-0.53 41-42 >680 180 MT20 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT)0.11 31 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 233 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E *Except* T4,T3:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2WEBS2x3 SPF No.2 *Except* W6,W10,W2,W8:2x4 SPF No.2, W1:2x6 SPF 1650F 1.5E OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 22-38, 3-42, 7-41 JOINTS 1 Brace at Jt(s): 8, 43, 10, 45, 15, 19, 7, 13 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS All bearings 9-5-8. except 42=0-5-8 (lb) -Max Horiz 42=-280 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 31, 34, 35, 36, 38 except 33=-879 (LC 1), 37=-184 (LC 21), 42=-107 (LC 8) Max Grav All reactions 250 (lb) or less at joint(s) 33, 34, 35, 36, 37 except 31=1122 (LC 1), 32=1312 (LC 1), 38=1000 (LC 1), 42=2223 (LC 1) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-442/43, 3-4=-2554/148, 4-5=-679/74, 5-48=-527/81, 6-48=-473/95, 2-42=-564/92, 29-31=-914/26, 6-11=-473/95, 11-14=-685/75, 14-16=-1689/154, 16-18=-1842/141, 18-20=-1922/144, 20-22=-2027/135, 22-23=-1857/102, 23-24=-1951/92, 24-25=-1948/74, 25-26=-1944/56, 26-27=-1963/39, 27-28=-1889/21, 28-29=-671/22, 13-15=-411/0, 15-17=-334/8, 17-19=-350/1, 19-21=-360/7, 7-8=-544/27, 8-9=-528/26, 9-10=-531/26, 10-12=-529/27, 12-13=-558/23 BOT CHORD 41-42=-198/2161, 41-49=-21/1884, 40-49=-21/1884, 39-40=0/1855, 38-39=0/1851, 37-38=0/1591, 36-37=0/1591, 35-36=0/1591, 34-35=0/1591, 33-34=0/1591, 32-33=0/298, 31-32=0/298 WEBS 4-7=-1449/226, 7-43=-1174/149, 43-44=-1172/149, 44-45=-1172/149, 45-46=-1172/149, 46-47=-1172/149,14-47=-1169/152, 15-16=-18/314, 21-38=-709/91, 21-22=-484/97, 27-33=-259/38, 28-32=-1510/0, 3-41=-304/184, 7-40=0/295, 4-41=0/582, 3-42=-2459/112, 7-41=-338/110, 28-33=0/1761 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Attach MiTek MTHNH18 (Half and Half Plate) on each face of truss with MiTek NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (6 Nailsper side 12 nails total). 7)See HINGE PLATE DETAILS for plate placement. 8)Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 38, 36, 35, 34 except (jt=lb) 42=107, 37=183, 33=879. Job Truss Truss Type Qty Ply Roof 323599-A A3 1 1Common Structural Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:34 Page: 1 ID:mjCJegsVqxARwFooQ9L8rOzN8LK-?d_YBb5D4j7LFDiQFzHqUvjdDHxkmb_fl25lk6zWlW3 Continued on page 2 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)2 X 4 notch at 20000 o.c. is allowed along the stacked top chord. No notches allowed in overhang and 10608 from left end and 10608 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. 15)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-90, 2-48=-90, 6-48=-94 (F=-4), 42-49=-20, 32-49=-24 (F=-4), 31-32=-20, 6-16=-94 (F=-4), 16-23=-117 (F=-27), 23-28=-94 (F=-4), 28-29=-90, 29-30=-90, 12-15=-4 (F), 15-21=-27 (F), 7-40=-23 (F), 7-12=-4 (F) Job Truss Truss Type Qty Ply Roof 323599-A A3 1 1Common Structural Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:34 Page: 2 ID:mjCJegsVqxARwFooQ9L8rOzN8LK-?d_YBb5D4j7LFDiQFzHqUvjdDHxkmb_fl25lk6zWlW3 812 =4x6 =3x4 =3x4 =4x10 =3x4 =3x8 =3x8 =3x8 =8x10MTH18 =3x8 =4x10 =3x8 =4x10 =3x4 =3x8 =6x8 =5x8 MTHNH18 =3x8 =3x8 =3x8 MTH18 =3x4 =3x6 =4x6 =6x8 =3x4 =3x6 =4x8 =5x16 =3x4 =4x6 1 2451 90 50 49 48 47 46 4544 43 42 41 40 39 38 37 30 29 28 2726 25 8757 88 2 23 35 34 33 32363167 827281 22 68 8671608385 21 755570 8466 2019 7969 183 74 7758 4 17 806563 5 1653 6 15 61 7 14 64 13 62 59 56 52 54 73 76 78 128119 89 10 T1 T2 W5 W1 W1 T1 T2 B1 B5 B2 B3 B4 W3 W4 W6 W8 W7 W9 W11 W8 W12W13 W14W2 W15 W10 ST22 ST23 ST20 ST21 ST17 ST18 ST19 ST14 ST15 ST16 ST13 ST11 ST12 ST9 ST10 ST7 ST8 ST5 ST6 ST4ST3ST2ST1 ST24 ST25 ST26 ST27 ST28ST29 ST30 ST31ST32 ST33 ST34 ST35 ST36 ST37 ST38ST39 0-8-2 25-7-9 0-9-6 13-11-8 1-6-8 -1-6-8 1-6-8 40-5-8 3-0-11 28-8-4 4-11-8 33-7-12 5-6-0 19-5-8 5-6-0 24-11-8 5-3-4 38-11-0 6-7-0 13-2-2 6-7-2 6-7-2 2-0-4 30-7-4 4-1-0 34-8-4 4-2-12 38-11-0 5-1-8 23-5-8 5-1-8 28-7-0 8-1-0 16-3-12 8-2-12 8-2-12 0-1-4 18-4-0 1-11-0 18-2-1214-4-31-0-5 1-0-09-8-29-8-24-3-1314-0-0Scale = 1:72.2 Plate Offsets (X, Y):[2:0-3-0,0-1-4], [8:0-5-0,0-2-12], [9:0-0-11,0-1-2], [9:0-0-11,0-1-2], [10:0-1-3,0-1-12], [10:0-1-3,0-1-12], [11:14-11-11,22-2-15], [11:14-11-11,22-2-15], [12:0-0-12,0-1-8], [19:0-2-0,0-1-8], [23:0-2-8,0-2-0], [31:0-4-8,0-3-8], [36:0-4-8,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.03 33-34 >999 240 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.05 33-34 >999 180 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.04 25 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 316 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E *Except* T2:2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* B2,B4:2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* W5:2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 37-38,36-37,30-31,29-30,28-29,27-28,26-27. 1 Row at midpt 36-52 WEBS 1 Row at midpt 41-64 JOINTS 1 Brace at Jt(s): 52, 53, 55, 58, 59, 60, 63, 65, 66, 68, 70, 72, 73, 74, 75, 77, 79, 83, 88 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 16-5-8. except 25=8-5-8, 29=8-5-8, 26=8-5-8, 28=8-5-8, 27=8-5-8 (lb) -Max Horiz 51=278 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 25, 27, 28, 29, 38, 42, 43, 44, 47, 51 except 39=-152 (LC 1), 45=-244 (LC 8), 46=-204 (LC 1) Max Grav All reactions 250 (lb) or less at joint(s) 28, 39, 40, 42, 43, 44, 46, 47, 48, 49, 50 except 25=328 (LC 22), 26=671 (LC 1), 27=263 (LC 1), 29=1145 (LC 1), 38=889 (LC 1), 41=393 (LC 1), 45=975 (LC 1), 51=618 (LC 21) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/155, 3-4=-256/182, 8-9=-928/93, 9-89=-707/103, 10-89=-691/108, 2-51=-571/168, 23-25=-277/63,10-11=-691/107, 11-12=-1012/98, 12-13=-826/159, 13-14=-903/153, 14-15=-1044/160, 15-16=-669/111, 16-17=-753/101,17-18=-690/65, 18-19=-764/62 BOT CHORD 51-90=-156/294, 50-90=-156/294, 49-50=-156/294, 48-49=-156/294, 47-48=-156/294, 46-47=-156/294, 45-46=-156/294,44-45=-83/298, 43-44=-83/298, 42-43=-83/298, 41-42=-83/298, 40-41=-83/298, 39-40=-83/298, 38-39=-83/298,36-52=-388/30, 35-36=-17/371, 34-35=-19/360, 33-34=-19/360, 32-33=0/556, 31-32=0/560, 15-31=-772/77 WEBS 8-62=-18/268, 59-62=-18/269, 56-59=-18/269, 52-56=-18/269, 3-68=-499/237, 45-68=-559/267, 45-67=-506/4, 66-67=-460/5, 65-66=-459/3, 64-65=-434/7, 8-64=-768/3, 8-63=-662/67, 60-63=-700/71, 38-60=-745/76, 8-61=0/537, 58-61=0/610, 55-58=0/610, 36-55=0/588, 52-53=-48/540, 53-74=-48/544, 74-75=-48/550, 33-75=-50/544, 33-79=-11/407, 79-80=-16/433, 15-80=-8/395, 29-31=-523/98, 31-81=0/1141, 81-83=0/1171, 83-84=0/1147, 19-84=0/1136,29-82=-868/60, 82-85=-602/10, 19-85=-763/45, 19-86=-485/17, 26-86=-441/20, 33-77=-684/106, 12-77=-676/106,41-64=-362/11, 17-83=-283/60, 82-83=-330/62, 20-86=-264/32, 27-86=-309/29 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. Job Truss Truss Type Qty Ply Roof 323599-A A4 1 1Roof Special Structural Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:35 Page: 1 ID:RkC6rv3gzs6dmDjm4NcqDmzN8IU-TpYwOw6rr1FCtNHcpgo306GruhLBV2UpzirJHYzWlW2 Continued on page 2 6)Attach MiTek MTHNH18 (Half and Half Plate) on each face of truss with MiTek NA11 nails (0.131" x 1.5") in pre-punched holes provided. All nail holes must be filled (6 Nailsper side 12 nails total). 7)See HINGE PLATE DETAILS for plate placement. 8)Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 38, 29, 51, 42, 43, 44, 47, 28, 27 except (jt=lb) 45=244, 39=151, 46=204. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-90, 2-9=-97 (F=-7), 9-89=-96 (F=-7), 10-89=-142 (F=-52), 51-90=-20, 37-90=-27 (F=-7), 31-36=-27 (F=-7), 25-30=-27 (F=-7), 10-12=-142 (F=-52), 12-13=-97 (F=-7), 13-18=-142 (F=-52), 18-23=-97 (F=-7), 23-24=-90 Horz: 9-89=-1 (F=0) Job Truss Truss Type Qty Ply Roof 323599-A A4 1 1Roof Special Structural Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:35 Page: 2 ID:RkC6rv3gzs6dmDjm4NcqDmzN8IU-TpYwOw6rr1FCtNHcpgo306GruhLBV2UpzirJHYzWlW2 812 =M18AHS 5x10 =4x4 =3x6 =4x6 =3x8 =4x6 =5x8 =3x6 =3x4 =5x5 =3x4 =3x4 1 2840 3941 38 37 36 35 34 33 32 31 30 42 29 192 27 17 26 14 25 3 12 24 11 23 9 22 74 21 5 20 186 168 1510 13 T2 T1 T2 T1 W1 W1B1B2 T3W4 W3W2 W3 W5 W6 ST4ST3ST2ST1 ST5 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 1-6-8 31-5-8 1-6-8 -1-6-8 4-0-11 4-0-11 4-2-11 8-3-6 2-9-6 21-7-10 6-8-2 14-11-8 8-3-6 29-11-0 3-10-12 18-10-4 1-7-8 29-11-0 9-4-0 28-3-8 9-5-8 9-5-8 9-6-0 18-11-811-4-31-0-5 3-10-29-11-31-0-131-0-136-1-17-1-143-10-211-0-0Scale = 1:57.8 Plate Offsets (X, Y):[12:0-2-8,0-2-0], [21:0-2-8,0-3-0], [27:0-2-0,0-1-0], [40:Edge,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)-0.17 39-40 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.34 39-40 >675 180 M18AHS 142/136 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT)0.04 30 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 179 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* T3:2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 29-30. WEBS 1 Row at midpt 18-37 JOINTS 1 Brace at Jt(s): 11, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-5-8. except 40=0-5-8 (lb) -Max Horiz 40=223 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 29, 30, 31, 32, 33, 34, 35, 37, 40 except 36=-275 (LC 3) Max Grav All reactions 250 (lb) or less at joint(s) 30, 31, 32, 33, 34, 35, 36 except 29=572 (LC 1), 37=1594 (LC 1), 40=1421 (LC 1) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/11, 3-4=-1398/61, 4-5=-1150/75, 5-6=-397/93, 6-8=-311/100, 8-10=-266/114, 10-13=-258/125, 13-15=-260/113, 15-16=-282/95, 16-18=-364/81, 18-20=-250/60, 20-21=-298/44, 21-22=-298/26, 22-23=-297/17, 23-24=-297/19, 24-25=-313/22, 25-26=-319/23, 26-27=-369/28, 2-40=-424/61, 27-29=-557/15, 5-7=-953/117, 7-9=-996/126, 9-11=-1058/144, 11-12=-1152/163 BOT CHORD 39-40=-139/1196, 39-41=-30/1278, 38-41=-30/1278, 37-38=-30/1278, 36-37=-21/281, 35-36=-21/281, 34-35=-21/282,33-34=-21/282, 32-33=-21/282, 31-32=-21/282, 30-31=-21/282 WEBS 19-37=-412/97, 18-19=-325/76, 5-39=0/440, 3-40=-1395/95, 12-39=-253/6, 12-37=-1361/143, 27-30=-22/331 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 37, 35, 34, 33, 32, 31, 30, 40 except (jt=lb) 36=274.10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-90, 2-5=-90, 5-13=-119 (F=-29), 13-18=-119 (F=-29), 18-27=-96 (F=-6), 27-28=-90, 40-41=-20, 41-42=-26 (F=-6), 29-42=-20, 5-19=-29 (F) Job Truss Truss Type Qty Ply Roof 323599-A C1 1 1Common Structural Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:36 Page: 1 ID:NCRaXrvaUMwh9_3DA4tF3XzN8HO-x06IcG7TcLN3VXsoMOJIZKo1K5g3EUMyCMasp_zWlW1 5.27 12 =2x4 =2x4 1 5 4 2 3 W1 T1 B1 2-1-3 2-1-3 2-4-2 -2-4-2 2-1-32-3-41-1-9 2-0-10Scale = 1:18.1 Plate Offsets (X, Y):[2:0-2-0,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)-0.02 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)3=-29/ Mechanical, (min. 0-1-8), 4=-4/ Mechanical, (min.0-1-8), 5=466/0-7-8, (min. 0-1-8) Max Horiz 5=45 (LC 5) Max Uplift 3=-29 (LC 1), 4=-4 (LC 1), 5=-58 (LC 4) Max Grav 3=10 (LC 4), 4=32 (LC 3), 5=466 (LC 1) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-423/72 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 5, 29 lb uplift at joint 3 and 4 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A CT1 1 1Corner Jack Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:37 Page: 1 ID:8FNv7Uknv8JJYnbbtWKrN?zWmCR-x06IcG7TcLN3VXsoMOJIZKo3v5rREi?yCMasp_zWlW1 812 =3x4 =3x4 =4x4 1 1732 31 30 29 28 27 26 25 24 23 22 21 20 19 18 162 153 144 135 126 117 108 9 W1 T1 T1 W1 B1 W2 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 ST1 1-6-8 20-5-8 1-6-8 -1-6-8 9-5-8 9-5-8 9-5-8 18-11-0 1-5-8 1-5-8 17-5-8 18-11-07-8-31-0-57-4-0Scale = 1:40.3 Plate Offsets (X, Y):[2:0-2-0,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.00 18 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 18-11-0. (lb) -Max Horiz 32=-156 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 18, 19, 20, 21, 22, 23, 24, 26, 27, 28, 29, 30, 31, 32 Max Grav All reactions 250 (lb) or less at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 except 18=293 (LC 1), 32=308 (LC21) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-32=-300/103, 16-18=-276/25 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 18, 26, 27, 28, 29, 30, 24, 23, 22, 21, 20, 19, 31. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A D1 1 1Common Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:37 Page: 1 ID:9YVtv0daaUMJk24Z8zQ4yzzN8GT-PCfhpc85NeVw7hR?w5qX5XLJMVCUz695R0KPLRzWlW0 812 =2x4 =3x4 =3x8 =3x4 =4x8 =2x4 =3x4 =4x4 =3x8 =3x4 =2x4 =4x8 =3x4 =3x8 =3x4 =2x4 9118 17 16 12 11 10 82 1415 13 73 64 5 T1 T1 W1 W1 B1 B1 B2 B3 B2 W7 W6W6 W2 W2 W3 W4 W5 W3W4 W5 1-0-12 13-9-0 1-0-12 2-2-12 1-6-8 16-5-8 1-6-8 -1-6-8 1-2-0 14-11-0 1-2-0 1-2-0 5-2-12 7-5-8 5-2-12 12-8-4 1-2-0 14-11-0 1-2-0 2-4-0 1-2-0 1-2-0 1-2-0 13-9-0 5-1-8 7-5-8 5-1-8 12-7-06-4-31-0-5 1-0-06-0-0Scale = 1:40.9 Plate Offsets (X, Y):[2:0-2-0,0-1-0], [4:0-2-4,0-0-8], [5:0-2-0,0-2-8], [6:0-2-4,0-0-8], [8:0-2-0,0-1-0], [13:0-4-8,0-2-8], [15:0-4-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)-0.05 13-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT)-0.09 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT)0.09 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2:2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 17-18,10-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)10=957/0-5-8, (min. 0-1-8), 18=957/0-5-8, (min. 0-1-8) Max Horiz 18=-131 (LC 6) Max Uplift 10=-53 (LC 9), 18=-53 (LC 8) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-599/22, 3-4=-1511/89, 4-5=-920/40, 5-6=-920/55, 6-7=-1511/26, 7-8=-599/22, 2-18=-923/60, 8-10=-923/60 BOT CHORD 14-15=-125/1392, 13-14=-17/1392 WEBS 5-14=0/418, 6-14=-757/129, 4-14=-770/169, 2-17=0/478, 8-11=0/478, 3-17=-665/5, 15-17=-26/528, 3-15=-99/994, 7-11=-665/0, 11-13=0/491, 7-13=-42/995 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 18 and 53 lb uplift at joint 10. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A E1 1 1Roof Special Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:37 Page: 1 ID:Z7B0Y2fTtPkubVp8p6_naczN8GQ-PCfhpc85NeVw7hR?w5qX5XLG?V66z1l5R0KPLRzWlW0 812 =2x4 =3x4 =3x8 =4x4 =3x4 =2x4 1 58 7 6 2 4 3 T1 T1 W1 W1 B1 W3 W2 W2 1-6-8 -1-6-8 1-6-8 16-5-8 7-5-8 14-11-0 7-5-8 7-5-8 7-5-8 14-11-0 7-5-8 7-5-86-4-31-0-56-0-0Scale = 1:33.7 Plate Offsets (X, Y):[2:0-2-0,0-2-0], [4:0-2-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.08 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT)-0.16 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)6=957/0-5-8, (min. 0-1-8), 8=957/0-5-8, (min. 0-1-8) Max Horiz 8=131 (LC 7) Max Uplift 6=-53 (LC 9), 8=-53 (LC 8) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-824/35, 3-4=-824/35, 2-8=-901/86, 4-6=-901/86 WEBS 3-7=0/298, 2-7=0/528, 4-7=0/528 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 8 and 53 lb uplift at joint 6. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A E2 1 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:38 Page: 1 ID:ZOiR6ss7tetU87cPJAnmmBzN8G9-tOD30y8j8yenkr0BUpLmeltL8vRFiahFfg3zutzWlW? 812 =2x4 =2x4 =3x4 =3x4 =4x4 =2x4 =2x4 1 1528 27 26 25 24 23 22 21 20 19 18 17 16 2 14 3 13 4 12 5 11 6 10 7 9 8 W1 T1 T1 W1 B1 W2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 0-9-8 0-9-8 1-6-8 -1-6-8 1-6-8 16-5-8 6-8-0 7-5-8 7-5-8 14-11-0 2-1-8 2-1-8 12-9-8 14-11-06-4-31-0-56-0-0Scale = 1:33.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 14-11-0. (lb) -Max Horiz 28=131 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 16, 17, 18, 19, 20, 21, 23, 24, 25, 26, 27, 28 Max Grav All reactions 250 (lb) or less at joint(s) 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 except 16=335 (LC 1), 28=289 (LC 21) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-294/62, 14-16=-323/36 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc.8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 16, 23, 24, 25, 27, 21, 20, 19, 18, 17, 26. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A E3 1 1Common Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:38 Page: 1 ID:_zOaktv0AZG2?aK__ILTOqzN8G6-tOD30y8j8yenkr0BUpLmeltU1vYpibeFfg3zutzWlW? 712 =M18AHS 9x12 =4x4 =3x4 =4x6 =3x4 =4x4 =3x6 =M18AHS 9x12 10 9 11 12 8 7 6 51 42 3 T1 T1 W1 W1 B1 B2 W4 W3 W4 W3W2 W2 5-8-8 5-8-8 5-6-0 11-2-8 5-6-0 16-8-8 5-8-8 22-5-0 7-4-0 14-10-8 7-6-8 22-5-0 7-6-8 7-6-8 1-0-0 1-0-07-6-7Scale = 1:42.2 Plate Offsets (X, Y):[1:Edge,0-2-0], [2:0-1-12,0-2-0], [3:0-3-0,0-1-12], [4:0-1-12,0-2-0], [5:Edge,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.14 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.20 8-9 >999 180 M18AHS 142/136 BCLL 0.0*Rep Stress Incr YES WB 0.60 Horz(CT)0.04 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 86 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)6=1221/0-5-0, (min. 0-1-15), 10=1221/ Mechanical, (min. 0-1-8) Max Horiz 10=-139 (LC 4) Max Uplift 6=-44 (LC 9), 10=-44 (LC 8) Max Grav 6=1251 (LC 16), 10=1251 (LC 15) 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-427/58, 2-3=-1555/117, 3-4=-1555/118, 4-5=-427/58, 1-10=-368/69, 5-6=-368/69 BOT CHORD 9-10=-90/1439, 9-11=0/1005, 11-12=0/1005, 8-12=0/1005, 7-8=-27/1341, 6-7=-27/1341 WEBS 3-8=-61/650, 4-8=-393/165, 3-9=-61/650, 2-9=-393/165, 2-10=-1338/28, 4-6=-1338/28 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 10 and 44 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A G1 3 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:39 Page: 1 ID:lWtbQd?1H0GwypyWS_ULiWzN8G_-LbnREI9LvGmeM_bN2Ws?ByQafIkURwMOuKpWQJzWlW_ 712 =7x8 =2x4 =3x4 =MT20HS 8x14 =7x8 =5x8 =8x10 =6x8 =3x4 =2x4 =6x8 THGQH3-SDS4.5 11 10 9 8 7 61 52 3 4 T1 T1 B1 B2 W5 W6 W1W2W1 W3 W4 HW1 HW2 1-5-6 11-2-8 4-0-10 9-9-2 5-8-8 5-8-8 5-6-0 16-8-8 5-8-8 22-5-0 1-5-6 11-2-8 4-0-10 9-9-2 5-6-0 16-8-8 5-8-8 22-5-0 5-8-8 5-8-8 1-0-0 1-0-07-6-7Scale = 1:43.3 Plate Offsets (X, Y):[1:Edge,0-2-3], [2:0-1-12,0-1-8], [3:0-2-8,0-4-8], [4:0-4-4,0-2-8], [5:0-1-12,0-1-8], [6:Edge,0-1-11], [7:0-2-4,0-1-0], [9:0-5-12,0-4-0], [10:0-7-0,0-3-4], [11:0-2-4,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.13 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.24 10-11 >999 180 MT20HS 148/108 BCLL 0.0*Rep Stress Incr NO WB 0.83 Horz(CT)0.05 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 523 lb FT = 20% LUMBER TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* W3:2x10 SP 2400F 2.0E WEDGE Left: 2x4 SPF No.2 Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=8592/ Mechanical, (min. 0-1-8), 6=6908/0-5-0, (min. 0-3-11) Max Horiz 1=-120 (LC 4) Max Grav 1=8811 (LC 15), 6=7040 (LC 16) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14655/0, 2-3=-14839/0, 3-4=-11718/0, 4-5=-12496/0, 5-6=-11434/0 BOT CHORD 1-11=0/12492, 10-11=0/12492, 9-10=0/12477, 8-9=0/9623, 7-8=0/9623, 6-7=0/9623 WEBS 4-9=0/10469, 5-9=0/1669, 5-7=-1292/0, 2-10=0/584, 2-11=-616/0, 3-10=0/10442, 3-9=-7889/0 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 5 rows staggered at 0-4-0 oc.2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 8)Refer to girder(s) for truss to truss connections. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Use Simpson Strong-Tie THGQH3-SDS4.5 (2x10 Web & Min Uplift) or equivalent at 9-9-2 from the left end to connect truss(es) R1 (3 ply 2x10 SP) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)For connectors installed on LSL, holes no larger than 5/32" must be pre-drilled before installing SDS screws. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-90, 4-6=-90, 12-15=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply Roof 323599-A G2 1 3Common Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:39 Page: 1 ID:lWtbQd?1H0GwypyWS_ULiWzN8G_-LbnREI9LvGmeM_bN2Ws?ByQbqInzRsjOuKpWQJzWlW_ Continued on page 2 Vert: 10=-13035 (F) Job Truss Truss Type Qty Ply Roof 323599-A G2 1 3Common Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:39 Page: 2 ID:lWtbQd?1H0GwypyWS_ULiWzN8G_-LbnREI9LvGmeM_bN2Ws?ByQbqInzRsjOuKpWQJzWlW_ 712 =M18AHS 10x14 =4x4 =3x4 =4x6 =3x4 =4x4 =3x6 =M18AHS 10x14 611 10 12 13 9 8 7 1 5 42 3 T1 T2 W1 W1B1B2 W4 W3 W4 W3W2 W2 1-6-8 23-11-8 5-8-8 5-8-8 5-6-0 11-2-8 5-6-0 16-8-8 5-8-8 22-5-0 7-4-0 14-10-8 7-6-8 22-5-0 7-6-8 7-6-87-9-51-0-0 1-0-07-6-7Scale = 1:45.9 Plate Offsets (X, Y):[1:Edge,0-2-12], [2:0-1-12,0-2-0], [3:0-3-0,0-1-12], [4:0-1-12,0-2-0], [7:Edge,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.14 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.20 9-10 >999 180 M18AHS 142/136 BCLL 0.0*Rep Stress Incr YES WB 0.60 Horz(CT)0.04 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 88 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)7=1375/0-5-8, (min. 0-2-3), 11=1216/ Mechanical, (min. 0-1-8) Max Horiz 11=-151 (LC 4) Max Uplift 7=-71 (LC 9), 11=-44 (LC 8) Max Grav 7=1382 (LC 16), 11=1247 (LC 15) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-427/59, 2-3=-1548/117, 3-4=-1534/114, 4-5=-430/74, 1-11=-368/69, 5-7=-530/108 BOT CHORD 10-11=-78/1442, 10-12=0/1009, 12-13=0/1009, 9-13=0/1009, 8-9=0/1328, 7-8=0/1328 WEBS 3-9=-57/629, 4-9=-369/161, 3-10=-61/650, 2-10=-393/165, 2-11=-1328/27, 4-7=-1324/16 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 11 and 71 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A G3 1 1Common Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:40 Page: 1 ID:gpMX0XeW1nV6Iei?M0Wv3jzWm?e-LbnREI9LvGmeM_bN2Ws?ByQafIlWRwROuKpWQJzWlW_ 712 =M18AHS 9x12 =4x4 =3x6 =4x6 =4x4 =3x8 =4x4 =3x6 =M18AHS 9x12 712 11 10 9 8 1 6 2 5 3 4 T1 T2 T3 W1 W1B2B1 W3 W3 W4W4W5 W2 W2 1-6-8 23-11-8 3-11-2 13-2-1 4-8-10 4-8-10 4-6-5 9-2-15 4-6-5 17-8-6 4-8-10 22-5-0 4-0-4 13-2-1 9-1-13 9-1-13 9-2-15 22-5-06-7-91-0-0 1-0-0 0-1-13 6-2-146-2-140-1-136-4-11Scale = 1:46.6 Plate Offsets (X, Y):[1:Edge,0-2-4], [3:0-3-0,0-1-0], [4:0-1-12,0-1-12], [6:Edge,0-2-0], [11:0-2-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.20 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.40 8-10 >661 180 M18AHS 142/136 BCLL 0.0*Rep Stress Incr YES WB 0.45 Horz(CT)0.05 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 90 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-2 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)8=1375/0-5-8, (min. 0-2-3), 12=1216/ Mechanical, (min. 0-1-8) Max Horiz 12=-128 (LC 4) Max Uplift 8=-62 (LC 9), 12=-35 (LC 8) 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-374/7, 2-3=-1400/54, 3-4=-1114/70, 4-5=-1391/51, 5-6=-348/17, 1-12=-326/36, 6-8=-482/72 BOT CHORD 11-12=-74/1311, 10-11=0/1115, 9-10=-10/1282, 8-9=-10/1282 WEBS 2-11=-268/138, 4-10=0/275, 3-11=-1/290, 2-12=-1335/83, 5-8=-1341/70 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 12 and 62 lb uplift at joint 8.9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A G4 1 1Hip Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:40 Page: 1 ID:N0VkhmzRg3vH1nGBRBVEfPzWm?D-pnLpReAzfZuV_8AabEOEjAzmzi3NAPyY7zY2xlzWlVz 712 =7x8 =4x4 =4x4 =6x6 =3x4 =4x6 =2x4 =7x8 =4x4 =5x12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED LUS24 LUS24 LUS24 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7 27 28 29 10 30 31 32 33 9 34 8 35 36 37 61 5 21 202 19 3 22 23 24 25 26 4 T3 T2 T1 B1 B2 W1W2W1 HW2 HW1 1-6-8 23-11-8 6-11-8 6-11-8 8-6-0 15-5-8 6-11-8 22-5-0 7-1-4 7-1-4 7-1-4 22-5-0 8-2-8 15-3-125-5-141-0-0 1-0-05-0-11Scale = 1:45.6 Plate Offsets (X, Y):[3:0-2-12,0-3-12], [4:0-3-4,0-3-8], [6:0-5-10,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.09 10-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.15 8-10 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.17 Horz(CT)0.06 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 118 lb FT = 20% LUMBER TOP CHORD 2x6 SPF 1650F 1.5E *Except* T2:2x6 SP 2400F 2.0E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 -- 5-0-0, Right 2x4 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, except 2-0-0 oc purlins (4-3-6 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)1=2446/ Mechanical, (min. 0-1-8), 6=2407/0-5-8, (min. 0-3-12) Max Horiz 1=-86 (LC 6) Max Uplift 1=-329 (LC 8), 6=-267 (LC 9) 18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-19=-2847/346, 19-20=-3024/369, 20-21=-3038/370, 5-21=-3228/380, 5-6=-1504/147, 3-22=-2778/424,22-23=-2778/424, 23-24=-2778/424, 24-25=-2778/424, 25-26=-2778/424, 4-26=-2778/424, 1-2=-2312/368,2-3=-3083/436 BOT CHORD 1-27=-365/2758, 27-28=-365/2758, 28-29=-365/2758, 10-29=-365/2758, 10-30=-281/2620, 30-31=-281/2620,31-32=-281/2620, 32-33=-281/2620, 9-33=-281/2620, 9-34=-281/2620, 8-34=-281/2620, 8-35=-287/2609,35-36=-287/2609, 36-37=-287/2609, 6-37=-287/2609 WEBS 4-8=0/581, 4-10=-94/267, 3-10=0/688 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 1 and 267 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 5-11-4 to connect truss(es) K1 (1 ply 2x4 SPF) to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)"NAILED" indicates Girder: 3-12d (0.148" x 3.25") toe-nails per NDS guidelines. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Job Truss Truss Type Qty Ply Roof 323599-A G5 1 1Hip Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:41 Page: 1 ID:8qVBxJG7nl3kXdh?PxS5AhzWm_q-pnLpReAzfZuV_8AabEOEjAzh0i2GAUMY7zY2xlzWlVz Continued on page 2 Uniform Loads (lb/ft) Vert: 4-7=-90, 3-4=-90, 1-3=-90, 11-15=-20 Concentrated Loads (lb) Vert: 19=-136 (B), 20=-28 (B), 21=-107 (B), 22=-130 (B), 23=-130 (B), 24=-130 (B), 25=-130 (B), 26=-130 (B), 27=-271 (B), 28=-271 (B), 29=-271 (B), 30=-50 (B), 31=-50 (B), 32=-50 (B), 33=-50 (B), 34=-50 (B), 35=-48 (B), 36=-156 (B), 37=-58 (B) Job Truss Truss Type Qty Ply Roof 323599-A G5 1 1Hip Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:41 Page: 2 ID:8qVBxJG7nl3kXdh?PxS5AhzWm_q-pnLpReAzfZuV_8AabEOEjAzh0i2GAUMY7zY2xlzWlVz 812 =6x8 =2x6 =3x4 =5x5 =MT18HS 12x20 =4x8 =3x8 =2x6 =MT20HS 8x14HUS28LUS28LUS28LUS28LUS28LUS28 HGUS210-3 1 10 17 18 9 19 20 8 21 7 2 6 53 4 T1 T2 B1 W1 W2 W3 W2 W1 W4 HW1 HW1 1-6-8 -1-6-8 4-10-8 14-10-0 4-10-8 9-11-8 5-1-0 19-11-0 5-1-0 5-1-0 2-1-2 19-11-0 2-11-14 17-9-14 4-10-8 14-10-0 4-10-8 9-11-8 5-1-0 5-1-08-2-101-1-97-9-3Scale = 1:44.3 Plate Offsets (X, Y):[3:0-1-12,0-1-8], [4:0-2-4,0-2-8], [5:0-2-2,0-1-12], [6:0-9-4,Edge], [8:0-6-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)-0.07 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT)-0.12 9-10 >999 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr NO WB 0.62 Horz(CT)0.02 6 n/a n/a MT20HS 148/108 BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 478 lb FT = 20% LUMBER TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=6147/0-5-8, (min. 0-3-3), 6=13177/(0-5-8 + Two SBP6 MiTek), (req. 0-6-15) Max Horiz 2=134 (LC 7) Max Uplift 2=-151 (LC 8) Max Grav 2=6147 (LC 1), 6=13298 (LC 16) 20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8841/198, 3-4=-7484/18, 4-5=-7503/18, 5-6=-12841/0 BOT CHORD 2-10=-187/7169, 10-17=-187/7169, 17-18=-187/7169, 9-18=-187/7169, 9-19=0/9785, 19-20=0/9785, 8-20=0/9785, 8-21=0/9714, 7-21=0/9714, 6-7=0/10605 WEBS 3-10=-232/1387, 3-9=-1288/336, 4-9=0/7631, 5-9=-4720/0, 5-8=0/4534, 5-7=0/1525 NOTES 1)Special connection required to distribute bottom chord loads equally between all plies. 2)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 5 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-9 2x4 - 1 row at 0-7-0 oc. 3)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated. 4)Unbalanced roof live loads have been considered for this design. 5)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 9)Solid blocking is required on both sides of the truss at joint(s), 6. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 2.11)Two SBP6 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss) or equivalent at 5-11-8 from the left end to connect truss(es) G5 (1 ply 2x6 SPF) to back face of bottom chord. 14)Use Simpson Strong-Tie LUS28 (6-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 7-11-8 from the left end to connect truss(es) G4 (1 ply 2x4 SPF) to back face ofbottom chord. Job Truss Truss Type Qty Ply Roof 323599-A H1 1 3Common Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:41 Page: 1 ID:wR5wuIBot5dxfJVbsvpwFizWlze-HzvBf_BcQt0MbIlm9xvTGNV?86T3vqUhMdIcTCzWlVy Continued on page 2 15)Use Simpson Strong-Tie LUS28 (6-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-11-8 from the left end to 15-11-8 to connect truss(es) G3 (1 ply2x4 SPF), G1 (1 ply 2x4 SPF) to back face of bottom chord. 16)Use Simpson Strong-Tie HGUS210-3 (46-16d Girder, 16-16d Truss) or equivalent at 17-9-14 from the left end to connect truss(es) G2 (3 ply 2x8 SP) to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-90, 4-6=-90, 11-14=-20 Concentrated Loads (lb) Vert: 9=-1196 (B), 7=-8572 (B), 17=-2426 (B), 18=-1196 (B), 19=-1201 (B), 20=-1201 (B), 21=-1201 (B) Job Truss Truss Type Qty Ply Roof 323599-A H1 1 3Common Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:41 Page: 2 ID:wR5wuIBot5dxfJVbsvpwFizWlze-HzvBf_BcQt0MbIlm9xvTGNV?86T3vqUhMdIcTCzWlVy 812 =3x4 =3x4 =4x4 =3x4 =3x4 1 1936 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 2 18317 4 16 5 15 6 14 7 13 8 12 9 11 10 W1 T1 T1 W1 B1 W2 W2 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 0-7-8 0-7-8 0-7-8 19-11-0 1-6-8 -1-6-8 1-6-8 21-5-8 9-4-0 19-3-8 9-4-0 9-11-8 1-11-8 19-11-0 1-11-8 1-11-8 16-0-0 17-11-88-0-31-1-97-9-3Scale = 1:44 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.15 Horz(CT)0.00 20 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 105 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 35-36,34-35,21-22,20-21. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-11-0. (lb) -Max Horiz 36=164 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 29, 30, 31, 32, 33, 35, 36 except 34=-105 (LC 8) Max Grav All reactions 250 (lb) or less at joint(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 except 20=318 (LC 1), 36=318 (LC 1) 22 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-36=-329/55, 18-20=-329/62 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 20, 29, 30, 31, 32, 33, 35, 27, 26, 25, 24, 23, 21, 22 except (jt=lb) 34=104. 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A H2 1 1Common Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:42 Page: 1 ID:?aqirBrAJODtQzkhBOFHduzWlwD-m9TasKBEBB8DDSKyjeQiob2A5WvieO4qaH190ezWlVx 812 =3x4 =2x6 1 5 4 2 3 W1 T1 B1 1-6-8 -1-6-8 5-10-12 5-10-12 5-10-125-3-111-1-9 5-0-11Scale = 1:24.9 Plate Offsets (X, Y):[2:0-3-0,0-0-12], [5:0-2-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)0.06 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.11 4-5 >630 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.07 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)3=220/ Mechanical, (min. 0-1-8), 4=70/ Mechanical, (min.0-1-8), 5=487/0-5-8, (min. 0-1-8) Max Horiz 5=128 (LC 8) Max Uplift 3=-86 (LC 8) Max Grav 3=220 (LC 1), 4=107 (LC 3), 5=487 (LC 1) 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-444/57 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 3. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A J1 5 1Jack-Open Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:42 Page: 1 ID:8RodQ26nvTuYwxCoOJvupFzWmDE-m9TasKBEBB8DDSKyjeQiob24JWrPeQUqaH190ezWlVx 812 =3x4 =2x6 =3x8 1 6 5 2 3 4 W1 T1 T2 B1 1-6-8 -1-6-8 0-11-2 5-10-12 4-11-10 4-11-10 5-10-124-8-41-1-9 4-5-4Scale = 1:27.1 Plate Offsets (X, Y):[3:0-4-4,0-1-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.05 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.12 5-6 >593 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.15 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)4=226/ Mechanical, (min. 0-1-8), 5=68/ Mechanical, (min.0-1-8), 6=485/0-5-8, (min. 0-1-8) Max Horiz 6=112 (LC 8) Max Uplift 4=-69 (LC 8), 6=-11 (LC 8) Max Grav 4=226 (LC 1), 5=110 (LC 3), 6=485 (LC 1) 24 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-438/63 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 6 and 69 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A J2 1 1Jack-Open Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:43 Page: 1 ID:NAr1J7DRoE1GVJOWQiZ?g9zWmD5-m9TasKBEBB8DDSKyjeQiob243WqAeQUqaH190ezWlVx 8 12 =2x4 =3x4 =4x4 =3x4 1 7 6 5 2 3 4 W1 T1 T2 B1 W3 W2 1-6-8 -1-6-8 2-8-2 5-10-12 3-2-9 3-2-9 2-6-14 5-10-12 3-3-13 3-3-133-6-41-1-9 3-3-4Scale = 1:22.5 Plate Offsets (X, Y):[2:0-2-0,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)-0.15 6-7 >472 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.25 6-7 >273 180 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.23 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)4=118/ Mechanical, (min. 0-1-8), 5=176/ Mechanical, (min.0-1-8), 7=485/0-5-8, (min. 0-1-8) Max Horiz 7=79 (LC 8) Max Uplift 4=-27 (LC 4), 5=-6 (LC 8), 7=-26 (LC 8) 25 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-334/29 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 7, 27 lb uplift at joint 4 and 6 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A J3 1 1Jack-Open Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:43 Page: 1 ID:ZI?BduMKCcPiK0keZVGadTzWmCw-EM1y4fCsyUG4rcu9HMxxLobLrw3xNts_pxnjY4zWlVw 812 =2x4 =3x4 =4x4 =3x4 Special NAILED NAILED Special NAILED NAILED 1 7 6 9 5 2 3 8 4 W1 T1 T2 B1 W3 W2 1-6-8 -1-6-8 1-5-10 1-5-10 4-5-2 5-10-12 1-6-14 1-6-14 4-3-14 5-10-122-4-41-1-9 2-1-4Scale = 1:25.3 Plate Offsets (X, Y):[2:0-2-0,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.07 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.14 5-6 >501 180 BCLL 0.0*Rep Stress Incr NO WB 0.03 Horz(CT)0.13 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)4=197/ Mechanical, (min. 0-1-8), 5=73/ Mechanical, (min.0-1-8), 7=440/0-5-8, (min. 0-1-8) Max Horiz 7=45 (LC 8) Max Uplift 4=-49 (LC 4), 7=-45 (LC 8) Max Grav 4=197 (LC 1), 5=122 (LC 3), 7=440 (LC 1) 26 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-309/31 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 7 and 49 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"NAILED" indicates Girder: 3-12d (0.148" x 3.25") toe-nails per NDS guidelines.11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 148 lb up at 1-5-10 on top chord, and 12 lb down and 25 lb up at 1-5-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-90, 2-3=-90, 3-4=-90, 5-7=-20 Concentrated Loads (lb) Vert: 3=29 (B), 5=6 (B), 6=25 (B), 9=8 (B) Job Truss Truss Type Qty Ply Roof 323599-A J4 1 1Jack-Open Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:43 Page: 1 ID:oZ6SebtJ4qqc_dWva1XfsXzWmCF-EM1y4fCsyUG4rcu9HMxxLobGPw83NtH_pxnjY4zWlVw 7 12 =2x4 =2x4 1 5 4 2 3 W1 T1 B1 1-6-8 -1-6-8 1-10-12 1-10-12 1-10-122-4-21-0-0 2-1-4Scale = 1:17.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)3=23/ Mechanical, (min. 0-1-8), 4=7/ Mechanical, (min. 0-1-8), 5=314/0-5-8, (min. 0-1-8) Max Horiz 5=46 (LC 8) Max Uplift 3=-20 (LC 8), 5=-23 (LC 8) Max Grav 3=27 (LC 15), 4=32 (LC 3), 5=314 (LC 1) 27 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-286/42 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 5 and 20 lb uplift at joint 3. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A J5 3 1Jack-Open Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:44 Page: 1 ID:8_rUZgW6vvAj?9oKNSWsBQzWmCi-iYaKH?DUjoOxSmTLq3SAu07WeJb66K_72bWG4XzWlVv 812 =2x4 =3x4 =3x4 =2x4 1 5 4 2 3 T1 W3 W1 B1 W2 1-6-8 -1-6-8 5-10-12 5-10-12 5-10-125-3-111-1-9 5-0-11Scale = 1:27.1 Plate Offsets (X, Y):[2:0-2-0,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.06 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.13 4-5 >544 180 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)4=291/ Mechanical, (min. 0-1-8), 5=482/0-5-8, (min. 0-1-8) Max Horiz 5=143 (LC 5) Max Uplift 4=-47 (LC 8), 5=-27 (LC 8) Max Grav 4=292 (LC 15), 5=482 (LC 1) 28 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-425/61 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 4 and 27 lb uplift at joint 5. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A K1 3 1Monopitch Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:44 Page: 1 ID:Z6bTKKzKBHrTxr7R2jhXBDzWmC7-iYaKH?DUjoOxSmTLq3SAu07PWJWG6K472bWG4XzWlVv 712 =10x10 =3x4 =4x4 =3x8 =4x4 1 6 5 2 7 8 3 4 T1 W4 W1 B1 W3W2 BL1 1-6-8 -1-6-8 4-11-12 9-11-8 4-11-12 4-11-12 0-5-8 9-11-8 9-6-0 9-6-07-0-91-0-0 3-9-113-0-0Scale = 1:34.7 Plate Offsets (X, Y):[2:Edge,0-3-8], [4:0-4-0,0-1-4], [5:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.28 5-6 >416 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.55 5-6 >210 180 BCLL 0.0*Rep Stress Incr YES WB 0.32 Horz(CT)0.09 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x6 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)6=691/0-5-8, (min. 0-1-8), 8=479/0-4-12, (min. 0-1-8) Max Horiz 6=145 (LC 5) Max Uplift 6=-19 (LC 8), 8=-85 (LC 8) 29 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-317/4, 5-8=-35/336, 4-8=-35/336, 2-6=-453/68 BOT CHORD 5-6=-85/359 WEBS 3-5=-397/144, 4-8=-484/86 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 6 and 85 lb uplift at joint 8. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A L1 9 1Roof Special Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:44 Page: 1 ID:nCTJpXr_5i7gHZWZ5hWjwczWmDa-iYaKH?DUjoOxSmTLq3SAu07RVJQc6G?72bWG4XzWlVv 712 1 15 14 13 12 11 10 9 2 3 4 5 6 7 8 W1 T1 W2 B1 ST3 ST2 ST1 ST4 ST5 1-6-8 -1-6-8 7-11-8 7-11-8 7-11-85-10-91-0-0 5-7-11Scale = 1:25.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 7-11-8. (lb) -Max Horiz 15=158 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 9, 10, 11, 12, 13, 14, 15 Max Grav All reactions 250 (lb) or less at joint(s) 9, 10, 11, 12, 13, 14 except 15=323 (LC 16) 30 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-300/41 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9, 12, 13, 14, 11, 10. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A L2 1 1Monopitch Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:45 Page: 1 ID:cMqa3awlgYtp?UzjSxd79tzWmDU-Ak8iULE6U6Wn4v2XOnzPQDghOjx1rnFHGFGpczzWlVu 712 =10x10 =3x4 =4x4 =3x8 =4x4 5 4 1 6 7 2 3 T1 W4 W1 B1 W3W2 BL1 4-11-12 9-11-8 4-11-12 4-11-12 0-5-8 9-11-8 9-6-0 9-6-06-9-111-0-0 3-9-113-0-0Scale = 1:36.9 Plate Offsets (X, Y):[1:Edge,0-3-8], [3:0-4-0,0-1-4], [4:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.28 4-5 >416 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.55 4-5 >210 180 BCLL 0.0*Rep Stress Incr YES WB 0.34 Horz(CT)0.09 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x6 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)5=530/0-5-8, (min. 0-1-8), 7=492/0-4-12, (min. 0-1-8) Max Horiz 5=133 (LC 5) Max Uplift 7=-87 (LC 8) 31 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-338/0, 4-7=-38/355, 3-7=-38/355, 1-5=-309/31 BOT CHORD 4-5=-89/383 WEBS 2-4=-428/149, 3-7=-496/88 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 7. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A L3 1 1Roof Special Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:45 Page: 1 ID:U845vyzGknNFU5HUhnh3KjzWmDQ-Ak8iULE6U6Wn4v2XOnzPQDgcFjmqrirHGFGpczzWlVu 412 =3x8 =3x4 =2x4 =2x4 1 5 2 3 4 T1 B1 W1 HW1 1-6-8 -1-6-8 0-1-8 7-11-8 7-10-0 7-10-0 7-10-03-5-110-7-6 3-2-113-3-3Scale = 1:24 Plate Offsets (X, Y):[2:0-3-11,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL)-0.25 5-8 >375 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.46 5-8 >205 180 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.07 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=582/0-5-8, (min. 0-1-8), 5=416/0-1-8, (min. 0-1-8) Max Horiz 2=94 (LC 4) Max Uplift 2=-67 (LC 4), 5=-46 (LC 8) 32 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-375/336 BOT CHORD 2-5=-176/340 WEBS 4-5=-304/71 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 2 and 46 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A M1 10 1Monopitch Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:46 Page: 1 ID:xWkli3ZagyeTYnuV3Hpq_wzN8Dy-Ak8iULE6U6Wn4v2XOnzPQDgWMjm0rnMHGFGpczzWlVu 412 =3x6 =3x4 1 13 12 11 10 9 2 3 4 5 6 7 8 T1 W1 B1 ST2 ST1 ST3 ST4 HW1 1-6-8 -1-6-8 7-11-8 7-11-8 0-1-8 7-11-8 7-10-0 7-10-03-5-110-7-6 2-11-110-3-8 Scale = 1:23.3 Plate Offsets (X, Y):[2:0-2-7,0-1-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.03 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 7-11-8. (lb) -Max Horiz 2=96 (LC 7), 14=96 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 9, 10, 11, 12, 13, 14 Max Grav All reactions 250 (lb) or less at joint(s) 9, 10, 11, 12, 13 except2=311 (LC 1), 14=311 (LC 1) 33 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 12, 13, 11, 10, 2. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A M3 1 1Monopitch Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:46 Page: 1 ID:AXIa9yutYxwngntVblHx1PzN8DY-exi4ihFkFPeei3djyUUezRDsm7HfaD0QVv?N9PzWlVt 712 =2x4 =3x4 =3x4 =2x4 1 6 5 4 2 3 T1 W1 B1 W3 W2 1-6-0 -1-6-0 1-10-8 1-10-8 0-1-8 2-0-0 0-5-4 0-5-4 1-5-4 1-10-82-4-90-11-112-0-132-1-11Scale = 1:22.9 Plate Offsets (X, Y):[2:0-2-0,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT)0.00 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.04 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* W3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)4=-86/0-1-8, (min. 0-1-8), 5=422/0-3-8, (min. 0-1-8) Max Horiz 5=45 (LC 8) Max Uplift 4=-86 (LC 1), 5=-31 (LC 8) Max Grav 4=15 (LC 4), 5=422 (LC 1) 34 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-312/37 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 5 and 86 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A N1 10 1Monopitch Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:46 Page: 1 ID:5HOfFdHrFbJGq2yUlh6LTNzN8V6-exi4ihFkFPeei3djyUUezRDsL7EyaDtQVv?N9PzWlVt =4x6 =4x12 =8x10 =3x8 =5x5 =3x4 =4x6 =10x10 =4x12 =4x8 =M18AHS 7x18 =7x8 =M18AHS 5x10 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 LUS410 HGUS210-3 13 23 24 12 25 26 11 27 28 10 29 9 30 31 8 7 1 14 15 2 16 17 18 3 19 4 20 5 21 22 6 W1 T1 T2 W1 B1 B2 W1W2 W2 W1 W2 W1 W3 W4 5-4-13 10-11-6 5-4-13 16-4-3 5-6-9 5-6-9 5-6-9 21-10-12 1-2-14 21-10-12 4-3-11 20-7-14 5-4-13 10-11-6 5-4-13 16-4-3 5-6-9 5-6-93-0-0Scale = 1:37.7 Plate Offsets (X, Y):[1:Edge,0-1-12], [2:0-3-0,0-1-8], [5:0-3-8,0-1-12], [6:Edge,0-2-4], [7:Edge,0-3-8], [9:0-7-4,0-2-0], [11:0-2-4,0-2-8], [12:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL)-0.17 11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT)-0.32 9-11 >818 180 M18AHS 142/136 BCLL 0.0*Rep Stress Incr NO WB 0.85 Horz(CT)0.03 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 484 lb FT = 20% LUMBER TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* W2,W4:2x4 SPF 1650F 1.5E BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=13055/ Mechanical, (min. 0-1-8), 13=5634/0-5-8, (min.0-3-15) Max Horiz 13=64 (LC 5) Max Grav 7=13625 (LC 15), 13=7499 (LC 16) 35 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-6206/0, 1-14=-13153/0, 14-15=-13153/0, 2-15=-13153/0, 2-16=-18119/0, 16-17=-18119/0, 17-18=-18119/0, 3-18=-18119/0, 3-19=-15269/0, 4-19=-15269/0, 4-20=-15269/0, 5-20=-15269/0, 5-21=-5207/0, 21-22=-5207/0, 6-22=-5207/0, 6-7=-11260/0 BOT CHORD 13-23=-23/319, 23-24=-23/319, 12-24=-23/319, 12-25=0/13165, 25-26=0/13165, 11-26=0/13165, 11-27=0/18131, 27-28=0/18131, 10-28=0/18131, 10-29=0/18131, 9-29=0/18131, 9-30=0/15270, 30-31=0/15270, 8-31=0/15270, 7-8=0/274 WEBS 2-12=-3612/0, 1-12=0/14056, 2-11=0/5441, 3-11=-726/735, 3-9=-3128/42, 5-9=0/4247, 5-8=-11513/0, 6-8=0/11813 NOTES 1)Special connection required to distribute bottom chord loads equally between all plies. 2)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 5 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc. 3)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Refer to girder(s) for truss to truss connections. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use Simpson Strong-Tie LUS410 (8-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-5-4 from the left end to 18-3-12 to connecttruss(es) FF9 (1 ply 2x4 SPF), FF11 (1 ply 2x4 SPF), FF21 (1 ply 2x4 SPF), FF14 (1 ply 2x4 SPF) to front face of bottom chord. 13)Use Simpson Strong-Tie HGUS210-3 (46-16d Girder, 16-16d Truss) or equivalent at 20-7-14 from the left end to connect truss(es) S1 (3 ply 2x8 SP) to front face of bottom chord. Job Truss Truss Type Qty Ply Roof 323599-A R1 1 3Flat Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:47 Page: 1 ID:9jrAYNtaifUJCaBu6UVrzjzN8UL-67GTv1FM0jmVJDCwWC0tVelxfXW7JTQakZlwhrzWlVs Continued on page 2 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 399 lb down and 69 lb up at 1-11-8, 399 lb down and 69 lb up at 3-11-8, 399 lb down and 69 lb up at 5-11-8, 399 lb down and 69 lb up at 7-11-8, 399 lb down and 69 lb up at 9-11-8, 399 lb down and 69 lb up at 11-11-8, 399 lb down and 69 lb up at 13-11-8, 399 lb down and 69 lb up at 15-11-8, and 399 lb down and 69 lb up at 17-11-8, and 409 lb down and 70 lb up at 19-11-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-6=-90, 7-13=-20 Concentrated Loads (lb) Vert: 4=-389, 12=-424 (F), 8=-8463 (F), 14=-389, 15=-389, 16=-389, 17=-389, 18=-389, 19=-389, 20=-389, 21=-389, 22=-402, 23=-424 (F), 24=-424 (F), 25=-255 (F), 26=-255 (F), 27=-499 (F), 28=-499 (F), 29=-389 (F), 30=-389 (F), 31=-389 (F) Job Truss Truss Type Qty Ply Roof 323599-A R1 1 3Flat Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:47 Page: 2 ID:9jrAYNtaifUJCaBu6UVrzjzN8UL-67GTv1FM0jmVJDCwWC0tVelxfXW7JTQakZlwhrzWlVs 712 =2x4 =4x6 =6x6 =4x12 =4x4 =3x8 =6x12 7 6 5 4 3 1 2 T1 T2 W1 B1 W2 W3 W4 W5 HW2 GIRDER BEARING ISSUES: 1-3-0 1-3-0 5-5-14 6-8-14 5-8-10 12-5-8 4-0-8 8-2-4 4-1-12 4-1-12 4-3-4 12-5-86-9-111-0-07-6-7Scale = 1:41.5 Plate Offsets (X, Y):[2:0-2-0,0-2-12], [3:0-0-12,0-2-0], [4:0-7-4,Edge], [5:0-5-9,0-1-0], [6:0-6-0,0-1-12], [7:0-3-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)-0.06 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT)-0.10 5-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.75 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 296 lb FT = 20% LUMBER TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* W1:2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E WEDGE Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=8483/0-5-0, (min. 0-4-7), 7=8483/ Mechanical, (min. 0-1-8) Max Horiz 7=-186 (LC 6) 37 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5339/0, 3-4=-9691/0, 1-7=-289/0 BOT CHORD 6-7=0/1001, 5-6=0/6383, 4-5=0/8253 WEBS 2-7=-6035/0, 2-6=0/9196, 3-6=-3273/0, 3-5=0/4826 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows:Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 7)Refer to girder(s) for truss to truss connections. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-90, 2-4=-90, 7-8=-1288 (F=-1268) Job Truss Truss Type Qty Ply Roof 323599-A S1 1 3Common Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:48 Page: 1 ID:nwY0skj_Ms5zuhf3NKDy_GzN8Qg-67GTv1FM0jmVJDCwWC0tVel3wXYCJVzakZlwhrzWlVs 812 =3x4 =3x6 =3x4 1 9 15 14 13 12 11 10 82 73 64 5 T1 T1 B1 ST3 ST3 ST2 ST1 ST2 ST1 0-5-3 13-1-3 6-1-7 12-8-0 6-6-10 6-6-10 13-1-34-4-100-0-44-0-15Scale = 1:28.2 Plate Offsets (X, Y):[5:0-3-0,Edge], [6:0-0-1,Edge], [7:0-0-1,Edge], [8:0-0-1,Edge] Loading (psf)Spacing 1-10-12 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 13-1-3. (lb) -Max Horiz 1=-73 (LC 4) Max Uplift All uplift 100 (lb) or less at joint(s) 10, 11, 12, 13, 14, 15 Max Grav All reactions 250 (lb) or less at joint(s) 1, 9, 11, 12, 13, 14 except 10=276 (LC 1), 15=276 (LC 1) 38 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 12, 14, 15, 11, 10. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A V1 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:48 Page: 1 ID:v6Vf3bFdayFbh9TXrticWUzWmJW-aJqr7NG?n1uMxNn63vX62sIFWxx927IjzDUUDIzWlVr 8 12 =3x4 =2x4 =4x4 =3x4 1 3 4 2 T1 T1 B1 ST1 0-5-3 9-9-6 4-5-8 9-4-3 4-10-11 4-10-11 9-9-63-3-60-0-42-11-11Scale = 1:24.1 Plate Offsets (X, Y):[2:0-2-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 9-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=58/9-9-6, (min. 0-1-11), 3=58/9-9-6, (min. 0-1-11),4=960/9-9-6, (min. 0-1-11) Max Horiz 1=57 (LC 5) Max Uplift 1=-47 (LC 22), 3=-47 (LC 21), 4=-46 (LC 8) Max Grav 1=125 (LC 21), 3=125 (LC 22), 4=960 (LC 1) 39 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-122/436, 2-3=-26/436 BOT CHORD 1-4=-273/100, 3-4=-273/66 WEBS 2-4=-753/80 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 1, 47 lb uplift at joint 3 and 46 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A V2 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:48 Page: 1 ID:CSQIX_K0x67b1EVtlrKFIyzWmJP-aJqr7NG?n1uMxNn63vX62sIA4xtX24xjzDUUDIzWlVr 8 12 =3x4 =4x4 =2x4 =3x4 1 3 4 2 T1 T1 B1 ST1 0-5-3 6-3-6 2-8-8 5-10-3 3-1-11 3-1-11 6-3-62-1-60-0-41-9-11Scale = 1:20.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=75/6-3-6, (min. 0-1-8), 3=75/6-3-6, (min. 0-1-8), 4=541/6-3-6, (min. 0-1-8) Max Horiz 1=-36 (LC 4) Max Uplift 1=-4 (LC 22), 3=-8 (LC 9), 4=-22 (LC 8) Max Grav 1=106 (LC 21), 3=106 (LC 22), 4=541 (LC 1) 40 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-371/35 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1, 8 lb uplift at joint 3 and 22 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A V3 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:49 Page: 1 ID:1coan2PnWyull9z166RfYDzWmJJ-2WODKjHdYK0DZXMIdd2Lb3rN1KGUnZ7sBtE1lkzWlVq 8 12 =3x4 =3x4 =3x4 1 3 2 T1 T1 B1 0-5-3 2-9-6 0-11-8 2-4-3 1-4-11 1-4-11 2-9-60-11-60-0-4 0-7-11 Scale = 1:19.6 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=153/2-9-6, (min. 0-1-8), 3=153/2-9-6, (min. 0-1-8) Max Horiz 1=-14 (LC 6) Max Uplift 1=-6 (LC 8), 3=-6 (LC 9) 41 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 6 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A V4 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:49 Page: 1 ID:vN14dPSIaAOAEmGoLyVbi3zWmJF-2WODKjHdYK0DZXMIdd2Lb3rPEKHenaDsBtE1lkzWlVq 812 =3x4 =2x4 =2x4 =4x4 =2x4 =2x4 =2x4 1 7 10 6 11 5 2 4 3 T1 T2 W1 B1 ST2 ST1 4-0-4 12-4-15 8-4-11 8-4-11 12-4-155-7-60-0-4 2-11-3Scale = 1:30.7 Plate Offsets (X, Y):[1:0-3-7,Edge], [3:0-2-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.22 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-4-15. (lb) -Max Horiz 1=125 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 7=-105 (LC 8) Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=483 (LC 15), 7=588 (LC 15) 42 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-315/146 WEBS 3-6=-325/36, 2-7=-423/142 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 1 except (jt=lb) 7=104. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A V5F 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:49 Page: 1 ID:GLqzg7WQPj0TKX9m7V5mP6zWmJA-2WODKjHdYK0DZXMIdd2Lb3rLKKFInXksBtE1lkzWlVq 812 =3x4 =2x4 =2x4 =4x4 =2x4 =2x4 =2x4 1 7 6 5 2 4 3 T1 T2 W1 B1 ST2 ST1 4-0-4 10-7-15 6-7-11 6-7-11 10-7-154-5-60-0-4 1-9-3Scale = 1:26.8 Plate Offsets (X, Y):[3:0-2-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 10-7-15. (lb) -Max Horiz 1=93 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 7 Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=390 (LC 1), 7=440 (LC 21) 43 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-306/32, 2-7=-366/126 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 1, 7. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A V6F 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:50 Page: 1 ID:dIesjqaZDFelRJ1jw2hx6AzWmJ5-XiybY3IFJe84AhxVBKZa7HNWkkdKW?Q0QXzaIAzWlVp 812 =3x4 =4x4 =2x4 =4x4 1 4 3 2 T1 T2 B1 HW2 ST1 4-0-4 8-10-15 4-10-11 4-10-11 8-10-153-3-60-0-4 0-7-3 Scale = 1:22.7 Plate Offsets (X, Y):[1:0-3-11,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.39 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 8-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=135/9-3-0, (min. 0-1-10), 3=90/9-3-0, (min. 0-1-10), 4=793/9-3-0, (min. 0-1-10) Max Horiz 1=57 (LC 5) Max Uplift 1=-7 (LC 9), 3=-85 (LC 21), 4=-65 (LC 8) Max Grav 1=135 (LC 1), 3=205 (LC 22), 4=793 (LC 1) 44 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-143/334, 2-3=-53/275 WEBS 2-4=-546/88 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 3, 7 lb uplift at joint 1 and 65 lb uplift at joint 4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A V7F 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:50 Page: 1 ID:1tJ?LscSWA1KImmIbAEekozWmJ2-XiybY3IFJe84AhxVBKZa7HNUjkYzW?H0QXzaIAzWlVp 812 =3x4 =4x4 =2x4 =3x4 1 3 4 2 T1 T1 B1 ST1 0-5-3 6-3-5 2-8-8 5-10-2 3-1-11 3-1-11 6-3-52-1-60-0-41-9-10Scale = 1:20.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=75/6-3-5, (min. 0-1-8), 3=75/6-3-5, (min. 0-1-8), 4=541/6-3-5, (min. 0-1-8) Max Horiz 1=36 (LC 5) Max Uplift 1=-4 (LC 22), 3=-8 (LC 9), 4=-22 (LC 8) Max Grav 1=106 (LC 21), 3=106 (LC 22), 4=541 (LC 1) 45 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-371/35 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1, 8 lb uplift at joint 3 and 22 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A V8 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:51 Page: 1 ID:weZWBDfyaOXmmO33q0JauezWmJ_-XiybY3IFJe84AhxVBKZa7HNYokcjW0N0QXzaIAzWlVp 8 12 =3x4 =3x4 =3x4 1 3 2 T1 T1 B1 0-5-3 2-9-5 0-11-8 2-4-2 1-4-11 1-4-11 2-9-50-11-60-0-4 0-7-10 Scale = 1:19.6 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=153/2-9-5, (min. 0-1-8), 3=153/2-9-5, (min. 0-1-8) Max Horiz 1=-14 (LC 4) Max Uplift 1=-6 (LC 8), 3=-6 (LC 9) 46 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 6 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 323599-A V9 1 1Valley Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Mar 27 11:10:51 Page: 1 ID:KDEepFhrtJvLdroeV9sIWHzWmIx-?uWzlPIt4yGxoqWhl14pgUwlk8z6FUj9fBj8qdzWlVo Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-15 X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 90,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93 Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's X " round duct OR 6" flex " metal duct City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 2.5 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.3/24/2023 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville19614 Harbor Drive BC730925 Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 73154 Heating Gain Cooling Load 90 Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.28 Appliances THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.21 Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 13ACX030P Model Heating System Natural Gas Lennox Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13 180 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 30511Residential Load Calculation SEER /EER Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: ML19309016C Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 2.550 Builders Associaton of Minnesota version 101014 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) 3/29/23 X PM