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HomeMy WebLinkAboutLA174514 17821 Essex Lane Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: MAIN FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"GARAGE PLATE9' -3 1/4"MAIN FLOOR PLATE HEIGHT8' - 1 1/8"LOWER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT9' - 3 1/4"1286:12ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERS TYP.CULTURED STONE W/ CONCRETE CAP TYP.SEE DETAILUPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"128UPPER FLOOR PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT8' - 1 1/8"VINYL BOARD& BATTEN TYP.6" SMARTSIDE TRIM TYP.6" SMARTSIDE FRIEZE BOARD 8x8x48" CORBEL (4) 6:126:126:123' - 6"-BOARD & BATTEN SQFT. = 291.73-SIDING SQFT. = 235.75-STONE SQFT. = 18.38FRONT ELE. SQFT.ADDRESS STONE6" SMARTSIDE STORYBOARD 8:121268:121241261268:12126126124VINYL SIDING& CORNERS TYP.6:12ALUMINUM SOFFIT& FASCIA TYP.6:124:128:126:126:12STANDARD ENERGY HEELS @ 4:12 6:12 & 8:12 TO MATCH18" OVERHANGS & 12" RAKES TYP.6:126:128:128:124:1210' - 6"10' - 0"6:12SET HEELS TOMATCH GARAGE FASCIA(3) ROOF VENTS IN THIS AREA (2) ROOF VENTS IN THIS AREA (5) ROOF VENTS IN THIS AREA 1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012RIGHT ELEVATIONTHE 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE: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 WESTSUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMFOYER:TOTAL:9/9/2019 11:56:17 AMSPEC HOMEL5, B2 -PHEASANT RUN 4th ADDITION17821 ESSEX LANE -LAKEVILLE MN, 55044A-201OTT0608.14.19 CB5161164925(671)9.9.19 CB8.13.19 CB8'-1 1/8"8'-1 1/8"3'-6"8'-1 1/8"THE MORGAN II26051/8" = 1'-0"A-2013LEFT ELEVATION1/8" = 1'-0"A-2014REAR ELEVATION1/8" = 1'-0"A-2015ROOF PLANSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode10/14/2019shutchins *ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE 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 CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2'-10"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.24' - 2"25' - 6"49' - 8"22' - 2"2' - 0"26' - 4"49' - 8"15' - 6"34' - 2"26' - 0"8' - 2"3' - 7"11' - 11"10' - 0"19' - 2"7' - 6"13' - 4"29' - 2"20' - 10"50' - 0"0' - 10 1/2"8' - 3" M.O.0' - 10 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"19' - 4"8' - 4"13' - 4"15' - 6"7' - 10"17' - 4"2' - 7 1/4"3' - 8 3/4"3' - 8 3/4"13' - 7 1/4"14' - 9 3/4"7' - 8 1/4"3' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE4A-404: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.2x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE0' - 2"0' - 4"0' - 4"41' - 0"9' - 0"50' - 0"6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHING2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" FOAMBOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 6"POUREDFND. WALLVERIFY FLOOR SYSTEMWITH FLOOR PLANSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE: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 WESTSUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMFOYER:TOTAL:9/9/2019 11:56:18 AMSPEC HOMEL5, B2 -PHEASANT RUN 4th ADDITION17821 ESSEX LANE -LAKEVILLE MN, 55044A-401OTT0608.14.19 CB5161164925(671)9.9.19 CB8.13.19 CB8'-1 1/8"8'-1 1/8"3'-6"8'-1 1/8"THE MORGAN II26051/4" = 1'-0"A-4011FOUNDATION PLAN1/2" = 1'-0"A-4012TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-4013TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-4014BEARING WALL SECTION3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-4015TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-4016TYP. HOUSE/STOOP WALLUFER Ground UP 7RUNEXCAVATEDUNEXCAVATEDCRAWLSPACESUMPFURNACEF. D.W. H.BATHVINYL.2/8 x 6/811' - 11"3' - 7"8' - 2"26' - 0"CO DET.SMOKEDET.SMOKEDET.20" FLOOR TRUSSESPER MFG. SPACING6' - 8"6' - 8"15' - 6"34' - 2"49' - 8"50' - 0"29' - 2"20' - 10"10' - 0"19' - 2"7' - 6"13' - 4"49' - 8"24' - 2"25' - 6"INSULATE BETWEENWALL & SLAB11 7/8" LSL-JOISTS@ 16" O.C.20" FLOOR TRUSSESPER MFG. SPACING12" CANT.ABOVE21' - 10 1/4"5' - 4 1/2"5' - 6 1/4"2' - 0"6' - 3"SMOKEDET.AIR EX.22' - 2"2' - 0"15' - 6"7' - 10"9' - 0"19' - 4"8' - 4"20' - 2"3' - 6"3' - 6"13' - 10"4' - 10"3' - 8"11' - 0"4' - 0"11' - 0"2'-10"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"6' - 0" B.W.P.6' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.6' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2-9 1/2" LSL2-9 1/2" LSLW/ 2 TRIMMERS2-2x1024" CANT.ABOVE2/4 x 6/83' - 0" B.W.P.2-2x10 50' - 0"2-2x10 6' - 2"19' - 10"7' - 4"2' - 0"1' - 8"6' - 4"2' - 10"2/8 x 6/82/8 x 6/8MECHANICALLAUNDRY3' - 0" B.W.P.2-2x10 11' - 4"15' - 0"FAMILY ROOMCARPET.BEDROOM #4CARPET.BEDROOM #5CARPET.10' - 6"2' - 6"2' - 6"10' - 6"4/0 x 6/84/0 x 6/82/8 x 6/82/8 x 6/8R & SHR & SH3' - 0" B.W.P.2-9 1/2" LSLW/ 2 TRIMMERS6' - 10"11' - 5 1/2"15' - 8 1/2"7' - 0"9' - 0"41' - 0"2/8 x 6/812" SH6/0 x 6/8 SLIDER2-9 1/2" LSLW/ 2 TRIMMERS17' - 2 1/4"2x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.4' - 10"5' TUB/SHWRWS2x64' VANITYL.T.0' - 2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.WALL BUILT TO BOTTOM OF WINDOW 0' - 4"133116' - 0"2' - 0"EQEQGAS F.P.-STONE SURROUNDWASHERDRYER2-2x1026' - 0"VERIFY FLOOR SYSTEMWITH FLOOR PLANSLOWER FLOOR PLATE HEIGHT8' - 1 1/8"RIM JOISTWATER 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 CODETRT'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 FOOTINGS4" DRAIN TILE W/WEEP FROM BLOCKTOP COURSE TO BE SOLID BLOCK,BOND BEAM OR GROUTED SOLID 6 MIL. V.B.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEARCHITECTURAL ASPHALT 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 EDGE3/4" T&GSUBFLOORR-20 SPRAYFOAM INSULATION6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAP5/8" GYP. BD.MAIN FLOOR PLATE HEIGHT8' - 1 1/8"SIDING PER PLANSDRYVIT INSULATION PROTECTION SIDING TO6" BELOW GRADEWOOD MANTLE STONE SURROUNDF.P.5' - 0"6' - 0"1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE: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 WESTSUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMFOYER:TOTAL:9/9/2019 11:56:20 AMSPEC HOMEL5, B2 -PHEASANT RUN 4th ADDITION17821 ESSEX LANE -LAKEVILLE MN, 55044A-402OTT0608.14.19 CB5161164925(671)9.9.19 CB8.13.19 CB8'-1 1/8"8'-1 1/8"3'-6"8'-1 1/8"THE MORGAN II26051/2" = 1'-0"A-4022TYP. POURED WALL SECTIONWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 30-30-3042 SL 7' - 6" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 6042 SL 5' - 0" 3' - 6" 6' - 10"4 WINDSOR NEXT DIMENSION 1 7242 SL 6' - 0" 3' - 6" 6' - 10"5 WINDSOR NEXT DIMENSION 1 3618 AWN 3' - 0" 1' - 6" 6' - 10"6 WINDSOR NEXT DIMENSION 2 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"7 WINDSOR NEXT DIMENSION 1 4818 AWN FIXED 4' - 0" 1' - 6"7' - 6"8 WINDSOR NEXT DIMENSION 2 2460 PIC 2' - 0" 5' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 1 6024 AWN FIXED 5' - 0" 2' - 0"7' - 0"10 WINDSOR NEXT DIMENSION 1 30-30-3054 SL 7' - 6" 4' - 6"6' - 10"11 WINDSOR NEXT DIMENSION 1 2442 SH 2' - 0" 3' - 6" 6' - 10"12 WINDSOR NEXT DIMENSION 1 18-36-1860 SL 6' - 0" 5' - 0"6' - 10"13 WINDSOR NEXT DIMENSION 1 4830 PIC 4' - 0" 2' - 6" 6' - 10"1/2" = 1'-0"A-4023FIREPLACECS-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 NOTES DN 2RDN 3RDN 7RUP 7RUP 9R29' - 2"20' - 10"50' - 0"51' - 8"7' - 0"15' - 8"2/4 x 6/83/0 x 6/8 W/ 12"D.S. SL'SFOYERLAMINATEVAULTEDBEDROOM #2CARPET.HALLWOOD.30" RANGE36" REFDININGVAULTEDLAMINATEKITCHENVAULTEDLAMINATELIVING ROOMVAULTEDWOODGARAGESTOOPCONCRETE.1' - 0"8' - 0"1' - 0"1' - 7"16' - 0"1' - 7"KNEE WALL W/14" SPINDLES 4' - 0"4' - 0"6' - 8"6' - 8"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH FOYER PLATE HEIGHT2X6 EXTERIOR WALLSCO DET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-2x10DROPPEDVAULT LINE3:12SEE DETAIL24' - 2"27' - 6"2' - 0"25' - 6"22' - 2"2' - 0"0' - 6"7' - 0"0' - 6"3' - 3"2/8 x 6/86' - 6"19' - 6"3-11 7/8" LSLW/ 2 TRIMMERS2-11 7/8" LSLFLOOR LINE ABOVEMFG. ROOF TRUSSES@ 24" O.C.20" FLOOR TRUSSESPER MFG. SPACINGATTICACCESS4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.6' - 0" B.W.P.PFH BRACEDWALL PANEL3' - 0" B.W.P.2-2x10 W/2 TRIMMERS2-2x10R & SH2/4 x 6/84A-40423' - 2"5' - 8"4' - 8"7' - 6"GIRDER TRUSS 5X5 PSL5x5 PSL3' - 0" B.W.P.DW6' - 6"11' - 0"2' - 0"8' - 0"2' - 0"4' - 6"7' - 0"17' - 6"12' - 0"11' - 6"6/0 x 6/8 SLIDER3-2x10 21" PANTRY2/4 x 6/89' - 0"41' - 0"20' - 2"3' - 6"3' - 6"13' - 10"19' - 8"8' - 0"4' - 0"7' - 6"2' - 10"1' - 0"5' - 2"5' - 6"2/4 x 6/8 PKT5' TUB/SHWR2/6 x 6/8R & SHVAULT FLATW.I.C.CARPET.R & SHBEDROOM #3CARPET.2/8 x 6/85/0 x 6/81/4 x 6/816" SH.50' - 0"2-11 7/8" LSL DROPPED W/2 TRIMMERSCOUNTERS TOPS GRANITE W/ OPTIONAL QUARTZPAINTED CABINETSBATHVINYL.17' - 6"1' - 8"5' - 0"11' - 10"2-9 1/2" LSL FLUSHW/ 3 TRIMMERS2-9 1/2" LSL FLUSH2-9 1/2" LSLW/ 2 TRIMMERS 19' - 11"7' - 1"3' - 3"3' - 9"3' - 9"11' - 11"3' - 0" B.W.P.51' - 8"16' x 7' O.H.GARAGE DOOR6' - 4"1' - 8"2/8 x 6/8 FIRERATED2' - 0"27' - 0"22' - 8"FLOOR GIRDER TRUSS11' - 8 3/4"5' - 7 1/4"2' - 8 1/4"3:127' VANITY12" SHPANTRYWOOD.TRIANGLE OPENING NO RAILING 4' - 10"8' x 7' O.H.GARAGE DOORSMOKEDET.13' - 4"7' - 6"19' - 2"10' - 0"THIS WALL TO BEBALLOON FRAMEDINTO SCISSOR TRUSS ABOVE1274882292-2x10 W/2 TRIMMERS2-2x10 2-2x10 2-2x108' - 0"GAS LINESET BOTTOM OF WINDOW @ 44" A.F.F.3' - 0"4' - 0"3' - 6"6' - 0"2x6SINK1' - 6"1' - 6"12" SH26' - 0"2-2x102-2x103-2x10 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE: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 WESTSUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMFOYER:TOTAL:9/9/2019 11:56:20 AMSPEC HOMEL5, B2 -PHEASANT RUN 4th ADDITION17821 ESSEX LANE -LAKEVILLE MN, 55044A-403OTT0608.14.19 CB5161164925(671)9.9.19 CB8.13.19 CB8'-1 1/8"8'-1 1/8"3'-6"8'-1 1/8"THE MORGAN II2605WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 30-30-3042 SL 7' - 6" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 6042 SL 5' - 0" 3' - 6" 6' - 10"4 WINDSOR NEXT DIMENSION 1 7242 SL 6' - 0" 3' - 6" 6' - 10"5 WINDSOR NEXT DIMENSION 1 3618 AWN 3' - 0" 1' - 6" 6' - 10"6 WINDSOR NEXT DIMENSION 2 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"7 WINDSOR NEXT DIMENSION 1 4818 AWN FIXED 4' - 0" 1' - 6"7' - 6"8 WINDSOR NEXT DIMENSION 2 2460 PIC 2' - 0" 5' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 1 6024 AWN FIXED 5' - 0" 2' - 0"7' - 0"10 WINDSOR NEXT DIMENSION 1 30-30-3054 SL 7' - 6" 4' - 6"6' - 10"11 WINDSOR NEXT DIMENSION 1 2442 SH 2' - 0" 3' - 6" 6' - 10"12 WINDSOR NEXT DIMENSION 1 18-36-1860 SL 6' - 0" 5' - 0"6' - 10"13 WINDSOR NEXT DIMENSION 1 4830 PIC 4' - 0" 2' - 6" 6' - 10"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESPFHPFH DN 7R2/4 x 6/8EN SUITEVINYL.OWNERSSUITETRAY VAULT.10' - 1"10' - 1"CO DET.SMOKEDET.SMOKEDET.4' - 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" B.W.P.4' - 0" B.W.P.2/4 x 6/8MFG. ROOF TRUSSES@ 24" O.C.4A-40420' - 2"7' - 6"2/4 OPG.2/8 x 6/818' - 3"1' - 11"2x61'-6" LINEN6'-3" VANITYCLOSETCARPET.TYP.2' - 0"3' - 6"4' - 0"27' - 8"3' - 8"2' - 0"6' - 3"3' - 11"4' - 4"5' - 2"9' - 4"2' - 8"20' - 8"5' - 0"1' - 0"1' - 10"14' - 4"KNEE WALL W/14" SPINDLES LANDINGMFG. ROOF TRUSSES@ 24" O.C.VAULT LINE3:12VAULT FLATVAULT FLAT16' - 10"5' - 4"22' - 2"SQUARE SINKS8' - 4"17' - 2"ATTICACCESS3' - 6"3' - 6"5' - 0"R & SHHEADCONTROL2-2x10 W/2 TRIMMERS13510662-2x10 2-2x102-2x102-2x1016" SH.MATCH BOOKCASEBELOW 3:12DBL FRAME PLUMBING WALLALL 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" BLOWN INSULATION MIN.FLOOR TRUSSFASTEN 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 PORTALMAIN FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. TYP FOOTING-3' -6"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"UPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"CRAWLSPACEDININGFOYERMAIN PLATE HEIGHT8' - 1 1/8"MFG. ROOF TRUSSES@ 24" O.C.7 RISERS 4' - 4 5/8"9 RISERS5' - 5 1/4"7 RISERS4' - 4 5/8"11 7/8" LSL-JOISTBATHLANDINGUPPER PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT8' - 1 1/8"20" FLOOR TRUSSES 20" FLOOR TRUSSES LOWER FLOOR PLATE HEIGHT8' - 1 1/8"0' - 10"1x61x6SMOOTHSMARTSIDETYPICAL4x4COREPOST4x4 POSTFRAMING0' - 10"0' - 10"6' - 10"2' - 1"1' - 3"3-16" DEEPSHELVESFLOOR LINETHE 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:GARAGE: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 WESTSUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMFOYER:TOTAL:9/9/2019 11:56:22 AMSPEC HOMEL5, B2 -PHEASANT RUN 4th ADDITION17821 ESSEX LANE -LAKEVILLE MN, 55044A-404OTT0608.14.19 CB5161164925(671)9.9.19 CB8.13.19 CB8'-1 1/8"8'-1 1/8"3'-6"8'-1 1/8"THE MORGAN II26051/4" = 1'-0"A-4041UPPER FLOOR PLAN1/2" = 1'-0"A-4042GARAGE CEILING3/8" = 1'-0"A-4043METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/4" = 1'-0"A-4044SECTIONWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 30-30-3042 SL 7' - 6" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 6042 SL 5' - 0" 3' - 6" 6' - 10"4 WINDSOR NEXT DIMENSION 1 7242 SL 6' - 0" 3' - 6" 6' - 10"5 WINDSOR NEXT DIMENSION 1 3618 AWN 3' - 0" 1' - 6" 6' - 10"6 WINDSOR NEXT DIMENSION 2 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"7 WINDSOR NEXT DIMENSION 1 4818 AWN FIXED 4' - 0" 1' - 6"7' - 6"8 WINDSOR NEXT DIMENSION 2 2460 PIC 2' - 0" 5' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 1 6024 AWN FIXED 5' - 0" 2' - 0"7' - 0"10 WINDSOR NEXT DIMENSION 1 30-30-3054 SL 7' - 6" 4' - 6"6' - 10"11 WINDSOR NEXT DIMENSION 1 2442 SH 2' - 0" 3' - 6" 6' - 10"12 WINDSOR NEXT DIMENSION 1 18-36-1860 SL 6' - 0" 5' - 0"6' - 10"13 WINDSOR NEXT DIMENSION 1 4830 PIC 4' - 0" 2' - 6" 6' - 10"1/2" = 1'-0"A-4045TYP. COLUMN DETAIL1/2" = 1'-0"A-4046BOOKCASE DETAILSCS-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 NOTES 01: Main Level Member Name Results Current Solution Comments Garage 8' OHD Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage 16' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Window Header - Foyer Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Room Dropped beam Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Flush Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Stairs Header Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Living Room Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Kitchen Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 02: Lower Level Member Name Results Current Solution Comments Bedroom #4 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Patio Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom # 5 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 03: Upper Level Member Name Results Current Solution Comments Owner's Bathroom Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Suite Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Landing Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 17821 Essex Lane, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 1 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1444 200 2180 3824 None 2 - Trimmer - PSL 5.25"5.25"3.17"6559 4227 7014 17800 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)14990 @ 8' 4 1/2"24806 (5.25")Passed (60%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4577 @ 7' 3 1/8"14817 Passed (31%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)8491 @ 4' 11 3/16"27519 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.067 @ 4' 4 1/2"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.114 @ 4' 4 13/16"0.412 Passed (L/866)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 8" o/c unless detailed otherwise. Main Level, Garage 8' OHDMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 8 1/4"N/A 19.5 1 - Uniform (PSF)0 to 8'13'20.0 -35.0 Snow - main 2 - Uniform (PSF)8' to 8' 8 1/4"3'20.0 -35.0 Snow - main 3 - Point (lb)8'N/A 5647 4400 5482 A2 Roof Girder 4 - Uniform (PSF)8' to 8' 8 1/4"1'80.0 --Wall - Upper Level 5 - Uniform (PSF)8' to 8' 8 1/4"1'15.0 40.0 -Floor - Upper Level Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 2 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None 2 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1951 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1662 @ 1' 2 7/8"9878 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7929 @ 8' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.325 @ 8' 4 1/2"0.550 Passed (L/608)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.542 @ 8' 4 1/2"0.825 Passed (L/366)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 14' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise. Main Level, Garage 16' OHDMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 1 - Uniform (PSF)0 to 16' 9"4'20.0 35.0 Snow - main Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 3 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1471 338 1933 3742 None 2 - Trimmer - SPF 3.00"3.00"1.50"1741 395 1882 4018 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3623 @ 5' 4 1/2"7613 (3.00")Passed (48%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3130 @ 4' 5 1/2"7902 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7723 @ 2' 9"11985 Passed (64%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.065 @ 2' 9"0.175 Passed (L/974)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.117 @ 2' 9"0.262 Passed (L/538)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. Main Level, Window Header - FoyerMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 1 - Uniform (PSF)0 to 2' 9"6'16.8 -35.0 Roof 2 - Uniform (PLF)2' 9" to 5' 6"N/A 80.0 --Wall Load 3 - Uniform (PSF)2' 9" to 5' 6"1'15.0 40.0 -Floor - Upper Level 4 - Uniform (PSF)2' 9" to 5' 6"2'16.8 -35.0 Roof 5 - Uniform (PSF)2' 9" to 5' 6"3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)2' 9" to 5' 6"1'100.0 --Wall - Gable 7 - Point (lb)2' 9"N/A 2085 623 2756 Linked from: Floor: Flush Beam @ Foyer, Support 1 Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 4 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"2.19"1851 3694 5545 None 2 - Trimmer - SPF 5.50"5.50"2.19"1851 3694 5545 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5545 @ 4"13956 (5.50")Passed (40%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4251 @ 1' 5 3/8"9878 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)15413 @ 6' 2 1/2"18346 Passed (84%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.374 @ 6' 2 1/2"0.392 Passed (L/377)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.561 @ 6' 2 1/2"0.587 Passed (L/251)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 5" o/c unless detailed otherwise. Main Level, Dining Room Dropped beamMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 5"N/A 13.0 1 - Uniform (PSF)0 to 12' 5"17'16.8 35.0 Residential - Living Areas Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 5 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Beam - SPF 3.50"3.50"3.25"2085 623 2756 5464 Blocking 2 - Stud wall - SPF 3.50"3.50"3.29"2175 623 2724 5522 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4899 @ 7' 7 1/2"5206 (3.50")Passed (94%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3612 @ 1' 1"7902 Passed (46%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7239 @ 5' 6"11985 Passed (60%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.123 @ 3' 11 5/8"0.186 Passed (L/728)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.225 @ 3' 11 9/16"0.373 Passed (L/399)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' 10" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 10" o/c unless detailed otherwise. Main Level, Foyer Flush BeamMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 9 1/2"N/A 10.4 1 - Uniform (PSF)0 to 7' 9 1/2" (Front)4'15.0 40.0 -Floor 2 - Uniform (PSF)0 to 7' 9 1/2" (Front)2'16.8 -35.0 Roof Load 3 - Uniform (PLF)0 to 7' 9 1/2" (Front)N/A 80.0 --Wall Load 4 - Uniform (PSF)0 to 1' 6" (Front)17'16.8 -35.0 Roof Load 5 - Uniform (PLF)5' 6" to 7' 9 1/2" (Front)N/A 80.0 --Wall Load 6 - Uniform (PSF)5' 6" to 7' 9 1/2" (Front)17'16.8 -35.0 Roof Load 7 - Point (lb)1' 6" (Front)N/A 781 -1339 Linked from: Stairs Landing Window, Support 1 8 - Point (lb)5' 6" (Front)N/A 781 -1339 Linked from: Stairs Landing Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 6 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.50"3.50"1.50"430 1050 1480 None 2 - Trimmer - SPF 3.50"3.50"1.50"430 1050 1480 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1480 @ 2"8881 (3.50")Passed (17%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1022 @ 1' 1"6872 Passed (15%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2349 @ 3' 6"10422 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.042 @ 3' 6"0.167 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.059 @ 3' 6"0.333 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' o/c unless detailed otherwise. Main Level, Foyer Stairs HeaderMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7'N/A 10.4 1 - Uniform (PSF)0 to 7' (Front)4'15.0 40.0 Upper level floor load 2 - Uniform (PSF)0 to 7' (Front)3' 6"15.0 40.0 Floor - Stairs Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 7 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None 2 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2805 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1924 @ 1' 1/4"4308 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4214 @ 3' 3"5919 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.045 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.071 @ 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 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Living Room WindowMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 1 - Uniform (PSF)0 to 6' 6"15' 6"20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 8 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None 2 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2805 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1924 @ 1' 1/4"4308 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4214 @ 3' 3"5919 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.045 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.071 @ 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 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Kitchen WindowMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 1 - Uniform (PSF)0 to 6' 6"15' 6"20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 9 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None 2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 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 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Bedroom #2 WindowMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"15'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 10 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1005 2200 3205 None 2 - Trimmer - SPF 3.00"3.00"1.50"1005 2200 3205 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3205 @ 1 1/2"7613 (3.00")Passed (42%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1991 @ 1' 1/2"6872 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4015 @ 2' 9"10422 Passed (39%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.048 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.069 @ 2' 9"0.262 Passed (L/909)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. Lower Level, Bedroom #4 WindowMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 Floor - Deck Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 11 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1656 1430 1444 4530 None 2 - Trimmer - SPF 3.00"3.00"1.57"1731 1430 1575 4736 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3985 @ 5' 4 1/2"7613 (3.00")Passed (52%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1393 @ 1' 1/2"6872 Passed (20%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2809 @ 2' 9"10422 Passed (27%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.031 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.049 @ 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 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. Lower Level, Family Room WindowMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)5' 3" to 5' 6"15'20.0 -35.0 Snow - Main 4 - Point (lb)0 N/A 844 -1444 Linked from: Bedroom #2 Window, Support 1 5 - Point (lb)5' 3"N/A 844 -1444 Linked from: Bedroom #2 Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 12 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"3.03"3057 2600 3573 9230 None 2 - Trimmer - SPF 3.00"3.00"2.11"2099 2600 1749 6448 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7687 @ 1 1/2"7613 (3.00")Passed (101%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5959 @ 1' 1/2"7902 Passed (75%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)12148 @ 2' 3"11985 Passed (101%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.152 @ 3' 1 5/8"0.208 Passed (L/494)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.251 @ 3' 1 9/16"0.313 Passed (L/299)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. Lower Level, Family Room Patio DoorMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 1 - Uniform (PSF)0 to 6' 6"13'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 2' 3"15'20.0 -35.0 Snow - Main 4 - Uniform (PSF)2' 3" to 6' 6"3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck 6 - Point (lb)2' 3"N/A 1851 -3694 Linked from: Dining Room Dropped beam, Support 1 Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 13 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.29"2524 2080 2288 6892 None 2 - Trimmer - SPF 3.00"3.00"2.29"2524 2080 2288 6892 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5800 @ 1 1/2"7613 (3.00")Passed (76%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4267 @ 1' 1/2"7902 Passed (54%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)7148 @ 4'10422 Passed (69%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.144 @ 4'0.258 Passed (L/647)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.254 @ 4'0.387 Passed (L/366)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. Lower Level, Bedroom # 5 WindowMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 1 - Uniform (PSF)0 to 8'13'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 8'1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 1'15'20.0 -35.0 Snow - Main 4 - Uniform (PSF)7' to 8'15'20.0 -35.0 Snow - Main 5 - Point (lb)1'N/A 1042 -1763 Linked from: Living Room Window, Support 1 6 - Point (lb)7'N/A 1042 -1763 Linked from: Living Room Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 14 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"404 687 1091 None 2 - Trimmer - SPF 1.50"1.50"1.50"404 687 1091 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1091 @ 0 1913 (1.50")Passed (57%)--1.0 D + 1.0 S (All Spans) Shear (lbs)490 @ 10 3/4"2872 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)887 @ 1' 7 1/2"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.006 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Owner's Bathroom WindowMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"12' 1"20.0 35.0 Snow - main Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 15 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"588 280 868 None 2 - Trimmer - SPF 3.00"3.00"1.50"588 280 868 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)868 @ 1 1/2"3825 (3.00")Passed (23%)--1.0 D + 1.0 S (All Spans) Shear (lbs)647 @ 1' 1/4"2872 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1629 @ 4'3946 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.021 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.064 @ 4'0.387 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Owner's Suite WindowMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 7.0 1 - Uniform (PSF)0 to 8'2'20.0 35.0 Snow - main Rake 2 - Uniform (PSF)0 to 8'1'100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 16 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.66"781 1339 2120 None 2 - Trimmer - SPF 3.00"3.00"1.66"781 1339 2120 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2120 @ 1 1/2"3825 (3.00")Passed (55%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1158 @ 1' 1/4"2872 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2127 @ 2' 3"3946 Passed (54%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.016 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.025 @ 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 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Stairs Landing WindowMEMBER REPORT PASSED 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 technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/14/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)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"17'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 8/22/2019 2:42:21 PM Page 17 of 17 17821 Essex Lane, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - The Morgan 17821 Essex Lane, Lakeville, MN 8/22/2019; #23708 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3:Lt Wedge 2x4 SPF Stud::Rt Wedge 2x4 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098J 999 240 VERT(TL): 0.181J 999 180 HORZ(LL): 0.043H - - HORZ(TL): 0.080H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.493 Max BC CSI: 0.706 Max Web CSI: 0.345 Mfg Specified Camber: Job Number: T95269 Truss Label:A1 Ply: 1 Qty:4 Wgt: 104.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1383 /-/-/587 /38 /140 F 1383 /-/-/587 /38 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.2 F Brg Width = 5.5 Min Req =2.2 Bearings B & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 0 B - C 363-2004 C - D 383-1761 Chords Tens.Comp. D - E 384 -1761 E - F 363 -2004 F - G 64 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 1694 -218 J - I 1180 -88 Chords Tens.Comp. I - H 1180 -88 H - F 1694 -230 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 165 -407 J - D 558 -103 Webs Tens.Comp. D - H 558 -103 H - E 165 -407**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2'7"14A B C D E F GHIJ 6 12 5X6(B2) 1.5X4 3X4 4X6(R1) 3X6 3X4 1.5X4 5X6(B2) 22'1" 5'7" 5'7" 11'0"8 5'5"8 16'6" 5'5"8 22'1" 5'7" 7'4"13 7'4"13 13'11"8 6'6"11 14'8"3 8"11 21'10" 7'1"13 22'1" 3" 1'6"8 1'6"8 6"106'0"146'7"7Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3:Lt Wedge 2x4 SPF Stud::Rt Wedge 2x4 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098J 999 240 VERT(TL): 0.181J 999 180 HORZ(LL): 0.043H - - HORZ(TL): 0.080H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.493 Max BC CSI: 0.706 Max Web CSI: 0.345 Mfg Specified Camber: Job Number: T95269 Truss Label:A1 Ply: 1 Qty:4 Wgt: 104.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1383 /-/-/587 /38 /140 F 1383 /-/-/587 /38 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.2 F Brg Width = 5.5 Min Req =2.2 Bearings B & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 0 B - C 363-2004 C - D 383-1761 Chords Tens.Comp. D - E 384 -1761 E - F 363 -2004 F - G 64 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 1694 -218 J - I 1180 -88 Chords Tens.Comp. I - H 1180 -88 H - F 1694 -230 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 165 -407 J - D 558 -103 Webs Tens.Comp. D - H 558 -103 H - E 165 -407**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2'7"14A B C D E F GHIJ 6 12 5X6(B2) 1.5X4 3X4 4X6(R1) 3X6 3X4 1.5X4 5X6(B2) 22'1" 5'7" 5'7" 11'0"8 5'5"8 16'6" 5'5"8 22'1" 5'7" 7'4"13 7'4"13 13'11"8 6'6"11 14'8"3 8"11 21'10" 7'1"13 22'1" 3" 1'6"8 1'6"8 6"106'0"146'7"7 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001J 999 240 VERT(TL): 0.003J 999 180 HORZ(LL): 0.001O - - HORZ(TL): 0.002P - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.238 Max BC CSI: 0.033 Max Web CSI: 0.138 Mfg Specified Camber: Job Number: T95269 Truss Label:A2 Ply: 1 Qty:1 Wgt: 133.0 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 301 /-/-/116 /27 /140 R*114 /-/-/44 /3 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 R Brg Width = 259 Min Req =- Bearings B & B Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 0 B - C 77 -96 C - D 86 -78 D - E 82 -67 E - F 80 -56 F - G 81 -44 G - H 107 -33 H - I 134 -22 I - J 159 -11 Chords Tens.Comp. J - K 164 -4 K - L 139 0 L - M 112 0 M - N 86 0 N - O 61 -2 O - P 53 -20 P - Q 51 -45 Q - R 22 -72 R - S 64 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B -AI 108 -49 AI-AH 111 -49 AH-AG 112 -49 AG-AF 113 -49 AF-AE 114 -49 AE-AD 115 -49 AD-AC 116 -50 AC-AB 117 -50 AB-AA 117 -50 Chords Tens.Comp. AA- Z 116 -49 Z - Y 116 -49 Y - X 116 -49 X - W 115 -48 W - V 114 -47 V - U 113 -46 U - T 111 -44 T - R 110 -44 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp.Gables Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2'7"14A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAI 6 12 3X4(B2) 4X6 1.5X4(**)3X6 3X4(B2) 22'1" 1'8"8 1'4" (TYP) 11'0"8 11'0"8 22'1" 11'0"8 22'1" 22'1"1'6"8 1'6"8 6"106'0"146'7"7Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001J 999 240 VERT(TL): 0.003J 999 180 HORZ(LL): 0.001O - - HORZ(TL): 0.002P - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.238 Max BC CSI: 0.033 Max Web CSI: 0.138 Mfg Specified Camber: Job Number: T95269 Truss Label:A2 Ply: 1 Qty:1 Wgt: 133.0 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 301 /-/-/116 /27 /140 R*114 /-/-/44 /3 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 R Brg Width = 259 Min Req =- Bearings B & B Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 0 B - C 77 -96 C - D 86 -78 D - E 82 -67 E - F 80 -56 F - G 81 -44 G - H 107 -33 H - I 134 -22 I - J 159 -11 Chords Tens.Comp. J - K 164 -4 K - L 139 0 L - M 112 0 M - N 86 0 N - O 61 -2 O - P 53 -20 P - Q 51 -45 Q - R 22 -72 R - S 64 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B -AI 108 -49 AI-AH 111 -49 AH-AG 112 -49 AG-AF 113 -49 AF-AE 114 -49 AE-AD 115 -49 AD-AC 116 -50 AC-AB 117 -50 AB-AA 117 -50 Chords Tens.Comp. AA- Z 116 -49 Z - Y 116 -49 Y - X 116 -49 X - W 115 -48 W - V 114 -47 V - U 113 -46 U - T 111 -44 T - R 110 -44 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp.Gables Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2'7"14A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAI 6 12 3X4(B2) 4X6 1.5X4(**)3X6 3X4(B2) 22'1" 1'8"8 1'4" (TYP) 11'0"8 11'0"8 22'1" 11'0"8 22'1" 22'1"1'6"8 1'6"8 6"106'0"146'7"7 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 Plating Notes (SP) Supplemental plates are not required and havenot been analyzed or sized for member forces. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.001C - - HORZ(TL):-0.002C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.238 Max BC CSI: 0.034 Max Web CSI: 0.012 Mfg Specified Camber: Job Number: T95269 Truss Label:B1 Ply: 1 Qty:9 Wgt: 11.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 315 /-/-/156 /16 /39 D 47 /-/-/40 /3 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 0 Chords Tens.Comp. B - C 22 -56 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - D 6 -6 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - C 54 -42 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2'7"14A B C D 6 12 3X4(B2) 1.5X4(**) 1.5X4 1.5X4(SP) 1'9"12 1'9"12 1'11"8 1"12 1'6"8 6"10 1'6"62'0"15Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 Plating Notes (SP) Supplemental plates are not required and havenot been analyzed or sized for member forces. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.001C - - HORZ(TL):-0.002C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.238 Max BC CSI: 0.034 Max Web CSI: 0.012 Mfg Specified Camber: Job Number: T95269 Truss Label:B1 Ply: 1 Qty:9 Wgt: 11.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 315 /-/-/156 /16 /39 D 47 /-/-/40 /3 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 0 Chords Tens.Comp. B - C 22 -56 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - D 6 -6 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - C 54 -42 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2'7"14A B C D 6 12 3X4(B2) 1.5X4(**) 1.5X4 1.5X4(SP) 1'9"12 1'9"12 1'11"8 1"12 1'6"8 6"10 1'6"62'0"15 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.001C - - HORZ(TL):-0.002C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.238 Max BC CSI: 0.035 Max Web CSI: 0.010 Mfg Specified Camber: Job Number: T95269 Truss Label:B2 Ply: 1 Qty:2 Wgt: 11.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 319 /-/-/158 /15 /39 D*29 /-/-/27 /1 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 18.0 Min Req =- Bearings B & B Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 0 Chords Tens.Comp. B - C 17 -61 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - D 3 -1 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. C - D 50 -35 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2'7"14A B C D 6 12 3X4(B2) 1'11"8 1'9"12 1'9"12 1'11"8 1"12 1'9"12 1'9"12 1'11"8 1"12 1'6"8 6"10 1'6"62'0"15Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.001C - - HORZ(TL):-0.002C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.238 Max BC CSI: 0.035 Max Web CSI: 0.010 Mfg Specified Camber: Job Number: T95269 Truss Label:B2 Ply: 1 Qty:2 Wgt: 11.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 319 /-/-/158 /15 /39 D*29 /-/-/27 /1 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 18.0 Min Req =- Bearings B & B Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 0 Chords Tens.Comp. B - C 17 -61 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - D 3 -1 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. C - D 50 -35 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 2'7"14A B C D 6 12 3X4(B2) 1'11"8 1'9"12 1'9"12 1'11"8 1"12 1'9"12 1'9"12 1'11"8 1"12 1'6"8 6"10 1'6"62'0"15 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w2 2x4 SPF Stud::Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875':Rt Bearing Leg 2x3 SPF #3: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007D 999 240 VERT(TL): 0.013D 999 180 HORZ(LL): 0.004C - - HORZ(TL): 0.009C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.268 Max BC CSI: 0.334 Max Web CSI: 0.265 Mfg Specified Camber: Job Number: T95269 Truss Label:C1 Ply: 1 Qty:3 Wgt: 48.7 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 582 /-/-/281 /-/134 F 414 /-/-/211 /48 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = 1.5 Min Req =1.5 Bearings B & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 71 0 B - C 173 -430 Chords Tens.Comp. C - D 0 -307 D - E 64 -137 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - G 278 -87 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 102 -317 F - G 246 -36 Webs Tens.Comp. E - F 388 -559 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 2'7"14 4'8"2 A B C D E F G 8 12 3X8(E5) 3X4 1.5X4 4X4 2X4 3X6(R) 7'5"8 3'5"12 3'5"12 7'3" 3'9"4 7'5"8 2"8 7'3" 7'3" 7'5"8 2"8 1'6"8 2'0"49"12 3'9"25'9"66'4"3Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w2 2x4 SPF Stud::Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875':Rt Bearing Leg 2x3 SPF #3: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007D 999 240 VERT(TL): 0.013D 999 180 HORZ(LL): 0.004C - - HORZ(TL): 0.009C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.268 Max BC CSI: 0.334 Max Web CSI: 0.265 Mfg Specified Camber: Job Number: T95269 Truss Label:C1 Ply: 1 Qty:3 Wgt: 48.7 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 582 /-/-/281 /-/134 F 414 /-/-/211 /48 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = 1.5 Min Req =1.5 Bearings B & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 71 0 B - C 173 -430 Chords Tens.Comp. C - D 0 -307 D - E 64 -137 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - G 278 -87 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 102 -317 F - G 246 -36 Webs Tens.Comp. E - F 388 -559 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 2'7"14 4'8"2 A B C D E F G 8 12 3X8(E5) 3X4 1.5X4 4X4 2X4 3X6(R) 7'5"8 3'5"12 3'5"12 7'3" 3'9"4 7'5"8 2"8 7'3" 7'3" 7'5"8 2"8 1'6"8 2'0"49"12 3'9"25'9"66'4"3 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w2 2x4 SPF Stud::Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875':Rt Bearing Leg 2x3 SPF #3: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014D 999 240 VERT(TL): 0.027D 999 180 HORZ(LL):-0.013E - - HORZ(TL):-0.024E - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.245 Max BC CSI: 0.375 Max Web CSI: 0.209 Mfg Specified Camber: Job Number: T95269 Truss Label:C2 Ply: 1 Qty:1 Wgt: 48.7 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 620 /-/-/305 /-/134 F 375 /-/-/192 /49 /- Wind reactions based on MWFRS B Brg Width = 3.0 Min Req =1.5 F Brg Width = 1.5 Min Req =1.5 Bearings B & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 71 0 B - C 203 -595 Chords Tens.Comp. C - D 0 -287 D - E 70 -130 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - G 473 -109 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 123 -276 F - G 200 -48 Webs Tens.Comp. E - F 351 -546 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 2'7"14 4'8"2 A B C D E F G 8 12 3X8(E5) 3X4 1.5X4 4X4 2X4 3X4(R) 4"7'1"8 3'5"12 3'5"12 7'3" 3'9"4 7'5"8 2"8 7'3" 7'3" 7'5"8 2"8 1'6"8 2'0"49"12 3'9"25'9"66'4"3Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w2 2x4 SPF Stud::Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875':Rt Bearing Leg 2x3 SPF #3: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014D 999 240 VERT(TL): 0.027D 999 180 HORZ(LL):-0.013E - - HORZ(TL):-0.024E - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.245 Max BC CSI: 0.375 Max Web CSI: 0.209 Mfg Specified Camber: Job Number: T95269 Truss Label:C2 Ply: 1 Qty:1 Wgt: 48.7 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 620 /-/-/305 /-/134 F 375 /-/-/192 /49 /- Wind reactions based on MWFRS B Brg Width = 3.0 Min Req =1.5 F Brg Width = 1.5 Min Req =1.5 Bearings B & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 71 0 B - C 203 -595 Chords Tens.Comp. C - D 0 -287 D - E 70 -130 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - G 473 -109 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 123 -276 F - G 200 -48 Webs Tens.Comp. E - F 351 -546 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 2'7"14 4'8"2 A B C D E F G 8 12 3X8(E5) 3X4 1.5X4 4X4 2X4 3X4(R) 4"7'1"8 3'5"12 3'5"12 7'3" 3'9"4 7'5"8 2"8 7'3" 7'3" 7'5"8 2"8 1'6"8 2'0"49"12 3'9"25'9"66'4"3 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w2 2x4 SPF Stud::Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875':Rt Bearing Leg 2x3 SPF #3: Plating Notes All plates are 1.5X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.028J 999 240 VERT(TL): 0.052J 999 180 HORZ(LL):-0.012G - - HORZ(TL):-0.023G - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.245 Max BC CSI: 0.423 Max Web CSI: 0.254 Mfg Specified Camber: Job Number: T95269 Truss Label:C3 Ply: 1 Qty:1 Wgt: 62.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 620 /-/-/304 /-/134 H 375 /-/-/192 /50 /- Wind reactions based on MWFRS B Brg Width = 3.0 Min Req =1.5 H Brg Width = 1.5 Min Req =1.5 Bearings B & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 71 0 B - C 114 -22 C - D 0 -311 Chords Tens.Comp. D - E 11 -101 E - F 9 -65 F - G 53 -34 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - L 453 -103 L - K 226 -89 Chords Tens.Comp. K - J 233 -91 J - I 233 -91 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 0 -378 M - C 0 -430 D - N 103 -253 O - P 102 -261 Webs Tens.Comp. P - I 109 -276 H - I 235 -66 G - H 354 -502 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. M - L 38 -98 D - K 120 -30 E - N 54 -92 Gables Tens.Comp. J - O 58 -85 F - P 13 -28 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 2'7"14 4'8"2 A B C D E F G H IJKL M NO P 8 12 3X8(E5) 3X4 3X4 4X4 2X4 3X4(R) 4"7'1"8 2'1"8 1'4" (TYP) 3'4"10 3'4"10 7'3" 3'10"6 7'5"8 2"8 7'3" 7'3" 7'5"8 2"8 1'6"8 2'0"49"12 3'9"25'9"66'4"3Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w2 2x4 SPF Stud::Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875':Rt Bearing Leg 2x3 SPF #3: Plating Notes All plates are 1.5X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.028J 999 240 VERT(TL): 0.052J 999 180 HORZ(LL):-0.012G - - HORZ(TL):-0.023G - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.245 Max BC CSI: 0.423 Max Web CSI: 0.254 Mfg Specified Camber: Job Number: T95269 Truss Label:C3 Ply: 1 Qty:1 Wgt: 62.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 620 /-/-/304 /-/134 H 375 /-/-/192 /50 /- Wind reactions based on MWFRS B Brg Width = 3.0 Min Req =1.5 H Brg Width = 1.5 Min Req =1.5 Bearings B & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 71 0 B - C 114 -22 C - D 0 -311 Chords Tens.Comp. D - E 11 -101 E - F 9 -65 F - G 53 -34 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - L 453 -103 L - K 226 -89 Chords Tens.Comp. K - J 233 -91 J - I 233 -91 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 0 -378 M - C 0 -430 D - N 103 -253 O - P 102 -261 Webs Tens.Comp. P - I 109 -276 H - I 235 -66 G - H 354 -502 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. M - L 38 -98 D - K 120 -30 E - N 54 -92 Gables Tens.Comp. J - O 58 -85 F - P 13 -28 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 2'7"14 4'8"2 A B C D E F G H IJKL M NO P 8 12 3X8(E5) 3X4 3X4 4X4 2X4 3X4(R) 4"7'1"8 2'1"8 1'4" (TYP) 3'4"10 3'4"10 7'3" 3'10"6 7'5"8 2"8 7'3" 7'3" 7'5"8 2"8 1'6"8 2'0"49"12 3'9"25'9"66'4"3 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.002E - - HORZ(TL):-0.003E - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.457 Max BC CSI: 0.076 Max Web CSI: 0.060 Mfg Specified Camber: Job Number: T95269 Truss Label:D1 Ply: 1 Qty:5 Wgt: 15.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 234 /-/-/128 /27 /45 E 358 /-/-/106 /42 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = 3.5 Min Req =1.5 Bearings B & E Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 44 0 B - C 69 -100 Chords Tens.Comp. C - D 0 -62 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - E 12 -20 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 226 -356 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 8'1"2A B C D E 4 12 3X4(B1) 1.5X4 3X6 2'3"8 2'3"8 2'3"81'6"8 2'2" 6"3 1'3"62'0"12'3"11Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):-0.002E - - HORZ(TL):-0.003E - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.457 Max BC CSI: 0.076 Max Web CSI: 0.060 Mfg Specified Camber: Job Number: T95269 Truss Label:D1 Ply: 1 Qty:5 Wgt: 15.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 234 /-/-/128 /27 /45 E 358 /-/-/106 /42 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = 3.5 Min Req =1.5 Bearings B & E Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 44 0 B - C 69 -100 Chords Tens.Comp. C - D 0 -62 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - E 12 -20 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 226 -356 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 8'1"2A B C D E 4 12 3X4(B1) 1.5X4 3X6 2'3"8 2'3"8 2'3"81'6"8 2'2" 6"3 1'3"62'0"12'3"11 Lumber Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 DF-L 1800f-1.6E Webs 2x3 SPF #3 :w3 2x3 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.536AC 602 240 VERT(TL): 1.006AC 321 180 HORZ(LL): 0.327V - - HORZ(TL): 0.614V - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.699 Max BC CSI: 0.926 Max Web CSI: 0.736 Mfg Specified Camber: Job Number: T95269 Truss Label:E1 Ply: 1 Qty:1 Wgt: 165.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1663 /-/-/693 /42 /165 T 1663 /-/-/693 /42 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.1 T Brg Width = 5.5 Min Req =2.1 Bearings B & T Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 56 0 B - C 592-3968 C - D 544-3845 D - E 555-3764 E - F 573-3743 F - G 589-3689 G - H 439-3111 H - I 472-3053 I - J 486-3020 J - K 489-2939 Chords Tens.Comp. K - L 477 -2939 L - M 474 -3020 M - N 460 -3053 N - O 428 -3111 O - P 594 -3689 P - Q 579 -3743 Q - R 561 -3764 R - S 549 -3845 S - T 600 -3968 T - U 56 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B -AH 3370 -397 AH-AG 3352 -391 AG-AF 3374 -392 AF-AE 3381 -391 AE-AD 3381 -380 AD-AC 3377 -374 AC-AB 3425 -390 Chords Tens.Comp. AB-AA 3425 -411 AA- Z 3377 -395 Z - Y 3381 -401 Y - X 3381 -412 X - W 3374 -412 W - V 3352 -412 V - T 3370 -418 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp.Webs Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 (a)(a) 8'1"2A B CD E F G H I J K L M N O P Q RS T UVWXYZAA AB ACADAEAFAGAH AI AJ AK AL AMAN AO AP 6 12 3 12 8X8(F1) 4X6 3X4 3X6 6X8 10X10 3X6 3X4 4X6 8X8(F1) 26'11" 2'9"8 1'4" (TYP)2'8" 2'8" 2'8" 6'10" 6'10" 13'5"8 6'7"8 20'1" 6'7"8 26'11" 6'10" 5"8 5"8 6'8"12 6'3"4 13'5"8 6'8"12 20'2"4 6'8"12 26'5"8 6'3"4 26'11" 5"8 1'6"8 1'6"8 9"53'3"7'6"17'9"15Lumber Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 DF-L 1800f-1.6E Webs 2x3 SPF #3 :w3 2x3 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.536AC 602 240 VERT(TL): 1.006AC 321 180 HORZ(LL): 0.327V - - HORZ(TL): 0.614V - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.699 Max BC CSI: 0.926 Max Web CSI: 0.736 Mfg Specified Camber: Job Number: T95269 Truss Label:E1 Ply: 1 Qty:1 Wgt: 165.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1663 /-/-/693 /42 /165 T 1663 /-/-/693 /42 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.1 T Brg Width = 5.5 Min Req =2.1 Bearings B & T Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 56 0 B - C 592-3968 C - D 544-3845 D - E 555-3764 E - F 573-3743 F - G 589-3689 G - H 439-3111 H - I 472-3053 I - J 486-3020 J - K 489-2939 Chords Tens.Comp. K - L 477 -2939 L - M 474 -3020 M - N 460 -3053 N - O 428 -3111 O - P 594 -3689 P - Q 579 -3743 Q - R 561 -3764 R - S 549 -3845 S - T 600 -3968 T - U 56 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B -AH 3370 -397 AH-AG 3352 -391 AG-AF 3374 -392 AF-AE 3381 -391 AE-AD 3381 -380 AD-AC 3377 -374 AC-AB 3425 -390 Chords Tens.Comp. AB-AA 3425 -411 AA- Z 3377 -395 Z - Y 3381 -401 Y - X 3381 -412 X - W 3374 -412 W - V 3352 -412 V - T 3370 -418 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp.Webs Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 (a)(a) 8'1"2A B CD E F G H I J K L M N O P Q RS T UVWXYZAA AB ACADAEAFAGAH AI AJ AK AL AMAN AO AP 6 12 3 12 8X8(F1) 4X6 3X4 3X6 6X8 10X10 3X6 3X4 4X6 8X8(F1) 26'11" 2'9"8 1'4" (TYP)2'8" 2'8" 2'8" 6'10" 6'10" 13'5"8 6'7"8 20'1" 6'7"8 26'11" 6'10" 5"8 5"8 6'8"12 6'3"4 13'5"8 6'8"12 20'2"4 6'8"12 26'5"8 6'3"4 26'11" 5"8 1'6"8 1'6"8 9"53'3"7'6"17'9"15 Lumber Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 :w3 2x3 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875' Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.390K 828 240 VERT(TL): 0.731K 441 180 HORZ(LL): 0.289J - - HORZ(TL): 0.542J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.624 Max BC CSI: 0.814 Max Web CSI: 0.972 Mfg Specified Camber: Job Number: T95269 Truss Label:E2 Ply: 1 Qty:1 Wgt: 127.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1663 /-/-/693 /42 /165 H 1663 /-/-/693 /42 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.5 H Brg Width = 5.5 Min Req =2.5 Bearings B & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 54 0 B - C 604-4046 C - D 586-3930 D - E 479-3129 Chords Tens.Comp. E - F 468 -3129 F - G 592 -3930 G - H 611 -4046 H - I 54 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - L 3498 -415 L - K 3525 -410 Chords Tens.Comp. K - J 3525 -431 J - H 3498 -435 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - D 173 0 D - K 250 -713 E - K 1999 -193 Webs Tens.Comp. K - F 247 -713 F - J 173 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 8'1"2A B C D E F G H I J K L 6 12 3 12 8X8(F1) 4X6 1.5X4 3X4 6X8 10X10 3X4 1.5X4 4X6 8X8(F1) 26'11" 6'10" 6'10" 13'5"8 6'7"8 20'1" 6'7"8 26'11" 6'10" 5"8 5"8 6'8"12 6'3"4 13'5"8 6'8"12 20'2"4 6'8"12 26'5"8 6'3"4 26'11" 5"8 1'6"8 1'6"8 9"53'3"7'6"17'9"15Lumber Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 :w3 2x3 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875' Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.390K 828 240 VERT(TL): 0.731K 441 180 HORZ(LL): 0.289J - - HORZ(TL): 0.542J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.624 Max BC CSI: 0.814 Max Web CSI: 0.972 Mfg Specified Camber: Job Number: T95269 Truss Label:E2 Ply: 1 Qty:1 Wgt: 127.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1663 /-/-/693 /42 /165 H 1663 /-/-/693 /42 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.5 H Brg Width = 5.5 Min Req =2.5 Bearings B & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 54 0 B - C 604-4046 C - D 586-3930 D - E 479-3129 Chords Tens.Comp. E - F 468 -3129 F - G 592 -3930 G - H 611 -4046 H - I 54 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - L 3498 -415 L - K 3525 -410 Chords Tens.Comp. K - J 3525 -431 J - H 3498 -435 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - D 173 0 D - K 250 -713 E - K 1999 -193 Webs Tens.Comp. K - F 247 -713 F - J 173 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 8'1"2A B C D E F G H I J K L 6 12 3 12 8X8(F1) 4X6 1.5X4 3X4 6X8 10X10 3X4 1.5X4 4X6 8X8(F1) 26'11" 6'10" 6'10" 13'5"8 6'7"8 20'1" 6'7"8 26'11" 6'10" 5"8 5"8 6'8"12 6'3"4 13'5"8 6'8"12 20'2"4 6'8"12 26'5"8 6'3"4 26'11" 5"8 1'6"8 1'6"8 9"53'3"7'6"17'9"15 Lumber Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 :w3 2x3 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875' Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.395K 817 240 VERT(TL): 0.736K 438 180 HORZ(LL): 0.295J - - HORZ(TL): 0.550J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.668 Max BC CSI: 0.848 Max Web CSI: 0.973 Mfg Specified Camber: Job Number: T95269 Truss Label:E2A Ply: 1 Qty:5 Wgt: 130.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1656 /-/-/693 /41 /177 H 1762 /-/-/744 /52 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.5 H Brg Width = 5.5 Min Req =2.6 Bearings B & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 54 0 B - C 565-4023 C - D 566-3906 D - E 456-3104 Chords Tens.Comp. E - F 427 -3102 F - G 556 -3848 G - H 619 -3964 H - I 95 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - L 3477 -357 L - K 3504 -352 Chords Tens.Comp. K - J 3440 -378 J - H 3411 -382 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - D 171 0 D - K 255 -714 E - K 1969 -170 Webs Tens.Comp. K - F 233 -651 F - J 173 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 8'1"2A B C D E F G H I J K L 6 12 3 12 8X8(F1) 4X6 1.5X4 3X4 6X8 10X10 3X4 1.5X4 4X6 8X8(F1) 26'11" 6'10" 6'10" 13'5"8 6'7"8 20'1" 6'7"8 26'11" 6'10" 5"8 5"8 6'8"12 6'3"4 13'5"8 6'8"12 20'2"4 6'8"12 26'5"8 6'3"4 26'11" 5"8 1'6"8 2'6"8 9"53'3"7'6"18'3"15Lumber Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 :w3 2x3 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875' Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.395K 817 240 VERT(TL): 0.736K 438 180 HORZ(LL): 0.295J - - HORZ(TL): 0.550J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.668 Max BC CSI: 0.848 Max Web CSI: 0.973 Mfg Specified Camber: Job Number: T95269 Truss Label:E2A Ply: 1 Qty:5 Wgt: 130.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1656 /-/-/693 /41 /177 H 1762 /-/-/744 /52 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.5 H Brg Width = 5.5 Min Req =2.6 Bearings B & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 54 0 B - C 565-4023 C - D 566-3906 D - E 456-3104 Chords Tens.Comp. E - F 427 -3102 F - G 556 -3848 G - H 619 -3964 H - I 95 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - L 3477 -357 L - K 3504 -352 Chords Tens.Comp. K - J 3440 -378 J - H 3411 -382 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - D 171 0 D - K 255 -714 E - K 1969 -170 Webs Tens.Comp. K - F 233 -651 F - J 173 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 8'1"2A B C D E F G H I J K L 6 12 3 12 8X8(F1) 4X6 1.5X4 3X4 6X8 10X10 3X4 1.5X4 4X6 8X8(F1) 26'11" 6'10" 6'10" 13'5"8 6'7"8 20'1" 6'7"8 26'11" 6'10" 5"8 5"8 6'8"12 6'3"4 13'5"8 6'8"12 20'2"4 6'8"12 26'5"8 6'3"4 26'11" 5"8 1'6"8 2'6"8 9"53'3"7'6"18'3"15 Lumber Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 :w3 2x3 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.388J 832 240 VERT(TL): 0.728J 443 180 HORZ(LL): 0.289I - - HORZ(TL): 0.543I - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.633 Max BC CSI: 0.817 Max Web CSI: 0.972 Mfg Specified Camber: Job Number: T95269 Truss Label:E3 Ply: 1 Qty:1 Wgt: 124.6 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1516 /-/-/618 /27 /153 G 1667 /-/-/694 /42 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =2.3 G Brg Width = 5.5 Min Req =2.5 Bearings A & G Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 646-4095 B - C 658-3978 C - D 504-3145 D - E 473-3143 Chords Tens.Comp. E - F 613 -3944 F - G 631 -4060 G - H 54 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - K 3549 -470 K - J 3575 -464 Chords Tens.Comp. J - I 3538 -451 I - G 3511 -455 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 173 0 C - J 260 -749 D - J 2016 -220 Webs Tens.Comp. J - E 246 -713 E - I 174 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 (a) 8'1"2 A B C D E F G H I J K 6 12 312 8X8(**) 4X6 1.5X4 3X4 6X8 10X10 3X4 1.5X4 4X6 8X8(F1) 26'11" 6'10" 6'10" 13'5"8 6'7"8 20'1" 6'7"8 26'11" 6'10" 5"8 5"8 6'8"12 6'3"4 13'5"8 6'8"12 20'2"4 6'8"12 26'5"8 6'3"4 26'11" 5"8 1'6"8 9"53'3"7'6"17'9"15Lumber Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 :w3 2x3 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.388J 832 240 VERT(TL): 0.728J 443 180 HORZ(LL): 0.289I - - HORZ(TL): 0.543I - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.633 Max BC CSI: 0.817 Max Web CSI: 0.972 Mfg Specified Camber: Job Number: T95269 Truss Label:E3 Ply: 1 Qty:1 Wgt: 124.6 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1516 /-/-/618 /27 /153 G 1667 /-/-/694 /42 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =2.3 G Brg Width = 5.5 Min Req =2.5 Bearings A & G Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 646-4095 B - C 658-3978 C - D 504-3145 D - E 473-3143 Chords Tens.Comp. E - F 613 -3944 F - G 631 -4060 G - H 54 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - K 3549 -470 K - J 3575 -464 Chords Tens.Comp. J - I 3538 -451 I - G 3511 -455 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - C 173 0 C - J 260 -749 D - J 2016 -220 Webs Tens.Comp. J - E 246 -713 E - I 174 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 (a) 8'1"2 A B C D E F G H I J K 6 12 312 8X8(**) 4X6 1.5X4 3X4 6X8 10X10 3X4 1.5X4 4X6 8X8(F1) 26'11" 6'10" 6'10" 13'5"8 6'7"8 20'1" 6'7"8 26'11" 6'10" 5"8 5"8 6'8"12 6'3"4 13'5"8 6'8"12 20'2"4 6'8"12 26'5"8 6'3"4 26'11" 5"8 1'6"8 9"53'3"7'6"17'9"15 Lumber Top chord 2x4 SPF #1/#2 :TC1 2x4 DF-L 2400f-2.0E:Bot chord 2x4 DF-L 1800f-1.6E :BC2 2x4 SPF #1/#2: Webs 2x3 SPF #3 :w3 2x4 SPF #1/#2::w4 2x3 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875' Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 2.00 PSF one face and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.04 ftLoc. from endwall: not in 10.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.404F 902 240 VERT(TL): 0.722F 505 180 HORZ(LL): 0.189S - - HORZ(TL): 0.338S - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.921 Max BC CSI: 0.949 Max Web CSI: 0.834 Mfg Specified Camber: Job Number: T95269 Truss Label:H1 Ply: 1 Qty:1 Wgt: 191.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1821 /-/-/770 /94 /240 AL2006 /-/-/761 /159 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =2.3 ALBrg Width = 5.5 Min Req =2.7 Bearings A & AL Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 351-5202 B - C 375-5047 C - D 348-4614 D - E 223-3162 E - F 225-3053 F - G 239-3020 G - H 259-3006 H - I 279-2979 I - J 289-2798 Chords Tens.Comp. J - K 274 -2850 K - L 253 -2859 L - M 240 -2892 M - N 218 -2875 N - O 204 -2913 O - P 187 -2935 P - Q 214 -3066 Q - R 60 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A -AA 4500 -410 AA- Z 3786 -260 Z - Y 2240 -51 Y - X 2240 -51 X - W 2240 -51 Chords Tens.Comp. W - V 2240 -51 V - U 2551 -106 U - T 2546 -106 T - S 2547 -106 S - Q 2550 -107 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AA 162 -439 AA- D 605 -38 D -AB 169 -1118 Webs Tens.Comp. AE- I 1678 -125 I -AF 464 -72 AG-AH 464 -73 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC1 BC2 w3 w4 8'1"2 12'5"12 A B C D E F G H I J K L M N OP Q R STUVWXYZ AA AB AC AD AE AFAG AHAI AJ AK AL 6 12 312 8X8(F4) 4X8 3X4 5X6 8X8 6X8(R1) 3X4 4X4 8X8(E4) 30'5" 14'3"2 1'4" (TYP) 6'6"6 6'6"6 13'0"5 6'5"15 19'7"2 6'6"13 25'0"1 5'4"15 30'5" 5'4"15 5"8 5"8 9' 8'6"8 18' 9' 24'2"8 6'2"8 30'5" 6'2"8 1'6"8 9"5 4'4"109"510'6"14Lumber Top chord 2x4 SPF #1/#2 :TC1 2x4 DF-L 2400f-2.0E:Bot chord 2x4 DF-L 1800f-1.6E :BC2 2x4 SPF #1/#2: Webs 2x3 SPF #3 :w3 2x4 SPF #1/#2::w4 2x3 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875' Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 2.00 PSF one face and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.04 ftLoc. from endwall: not in 10.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.404F 902 240 VERT(TL): 0.722F 505 180 HORZ(LL): 0.189S - - HORZ(TL): 0.338S - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.921 Max BC CSI: 0.949 Max Web CSI: 0.834 Mfg Specified Camber: Job Number: T95269 Truss Label:H1 Ply: 1 Qty:1 Wgt: 191.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1821 /-/-/770 /94 /240 AL2006 /-/-/761 /159 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =2.3 ALBrg Width = 5.5 Min Req =2.7 Bearings A & AL Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 351-5202 B - C 375-5047 C - D 348-4614 D - E 223-3162 E - F 225-3053 F - G 239-3020 G - H 259-3006 H - I 279-2979 I - J 289-2798 Chords Tens.Comp. J - K 274 -2850 K - L 253 -2859 L - M 240 -2892 M - N 218 -2875 N - O 204 -2913 O - P 187 -2935 P - Q 214 -3066 Q - R 60 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A -AA 4500 -410 AA- Z 3786 -260 Z - Y 2240 -51 Y - X 2240 -51 X - W 2240 -51 Chords Tens.Comp. W - V 2240 -51 V - U 2551 -106 U - T 2546 -106 T - S 2547 -106 S - Q 2550 -107 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C -AA 162 -439 AA- D 605 -38 D -AB 169 -1118 Webs Tens.Comp. AE- I 1678 -125 I -AF 464 -72 AG-AH 464 -73 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC1 BC2 w3 w4 8'1"2 12'5"12 A B C D E F G H I J K L M N OP Q R STUVWXYZ AA AB AC AD AE AFAG AHAI AJ AK AL 6 12 312 8X8(F4) 4X8 3X4 5X6 8X8 6X8(R1) 3X4 4X4 8X8(E4) 30'5" 14'3"2 1'4" (TYP) 6'6"6 6'6"6 13'0"5 6'5"15 19'7"2 6'6"13 25'0"1 5'4"15 30'5" 5'4"15 5"8 5"8 9' 8'6"8 18' 9' 24'2"8 6'2"8 30'5" 6'2"8 1'6"8 9"5 4'4"109"510'6"14 Lumber Top chord 2x4 SPF #1/#2 :TC1 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF 1650f-1.5E :BC2 2x4 SPF #1/#2: Webs 2x3 SPF #3 :w3 2x4 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875' Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.04 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.391L 933 240 VERT(TL): 0.741L 492 180 HORZ(LL): 0.172J - - HORZ(TL): 0.326J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.806 Max BC CSI: 0.944 Max Web CSI: 0.956 Mfg Specified Camber: Job Number: T95269 Truss Label:H2 Ply: 1 Qty:3 Wgt: 148.0 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1713 /-/-/726 /-/216 M 1858 /-/-/719 /-/- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =2.6 M Brg Width = 5.5 Min Req =2.5 Bearings A & M Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 265-4798 B - C 282-4679 C - D 260-4325 D - E 206-2907 Chords Tens.Comp. E - F 215 -2728 F - G 165 -2787 G - H 182 -2897 H - I 53 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - L 4188 -305 L - K 3519 -179 Chords Tens.Comp. K - J 2067 -31 J - H 2434 -85 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 143 -343 L - D 588 -22 D - K 132-1035 Webs Tens.Comp. K - E 1545 -48 E - J 455 -49 J - F 98 -320 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC1 BC2 w3 8'1"2 12'5"12 A B C D E F G H I JK L M 6 12 3 12 8X8(F4) 3X8 1.5X4 3X4 5X6 8X8 6X8(R1) 3X4 1.5X4 3X4 8X8(E4) 30'5" 6'6"6 6'6"6 13'0"5 6'5"15 19'7"2 6'6"13 25'0"1 5'4"15 30'5" 5'4"15 5"8 5"8 9' 8'6"8 18' 9' 24'2"8 6'2"8 30'5" 6'2"8 1'6"8 9"5 4'4"109"510'6"14Lumber Top chord 2x4 SPF #1/#2 :TC1 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF 1650f-1.5E :BC2 2x4 SPF #1/#2: Webs 2x3 SPF #3 :w3 2x4 SPF #1/#2: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875':Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875' Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.04 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.391L 933 240 VERT(TL): 0.741L 492 180 HORZ(LL): 0.172J - - HORZ(TL): 0.326J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.806 Max BC CSI: 0.944 Max Web CSI: 0.956 Mfg Specified Camber: Job Number: T95269 Truss Label:H2 Ply: 1 Qty:3 Wgt: 148.0 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1713 /-/-/726 /-/216 M 1858 /-/-/719 /-/- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =2.6 M Brg Width = 5.5 Min Req =2.5 Bearings A & M Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 265-4798 B - C 282-4679 C - D 260-4325 D - E 206-2907 Chords Tens.Comp. E - F 215 -2728 F - G 165 -2787 G - H 182 -2897 H - I 53 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - L 4188 -305 L - K 3519 -179 Chords Tens.Comp. K - J 2067 -31 J - H 2434 -85 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 143 -343 L - D 588 -22 D - K 132-1035 Webs Tens.Comp. K - E 1545 -48 E - J 455 -49 J - F 98 -320 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC1 BC2 w3 8'1"2 12'5"12 A B C D E F G H I JK L M 6 12 3 12 8X8(F4) 3X8 1.5X4 3X4 5X6 8X8 6X8(R1) 3X4 1.5X4 3X4 8X8(E4) 30'5" 6'6"6 6'6"6 13'0"5 6'5"15 19'7"2 6'6"13 25'0"1 5'4"15 30'5" 5'4"15 5"8 5"8 9' 8'6"8 18' 9' 24'2"8 6'2"8 30'5" 6'2"8 1'6"8 9"5 4'4"109"510'6"14 Lumber Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 DF-L 2400f-2.0E :BC2 2x8 SP 2400f-2.0E:Webs 2x4 SPF Stud :w1, w2, w3 2x3 SPF #3: Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 30.42 BC: From 21 plf at 0.00 to 21 plf at 18.00 BC: From 20 plf at 18.00 to 20 plf at 27.62 BC: From 10 plf at 27.62 to 10 plf at 30.42 BC: 1126 lb Conc. Load at 27.62 BC: 1129 lb Conc. Load at 29.62 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.04 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.307K 999 240 VERT(TL): 0.578K 625 180 HORZ(LL): 0.119H - - HORZ(TL): 0.223H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.967 Max BC CSI: 0.729 Max Web CSI: 0.978 Mfg Specified Camber: Job Number: T95269 Truss Label:H3 Ply: 1 Qty:1 Wgt: 208.9 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1839 /-/-/-/49 /- L 3817 /-/-/75 /-/- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =2.3 L Brg Width = 5.5 Min Req =4.8 Bearings A & L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 183-5201 B - C 80-4737 C - D 69-3511 Chords Tens.Comp. D - E 68 -2738 E - F 44 -3686 F - G 0 -4784 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - K 4593 -157 K - J 4069 -131 J - I 3209 -31 Chords Tens.Comp. I - H 4162 0 H - G 4182 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 102 -361 K - C 368 0 C - J 80 -991 J - D 2272 0 Webs Tens.Comp. J - E 0 -977 E - I 595 0 I - F 87 -1002 F - H 757 -90 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org BC2 w1 w2 w3 8'1"2 12'5"12 A B C D E F G HIJ K L 6 12 312 4X10(F3) 1.5X4 4X4 8X8 10X14 6X8(R) 4X4 4X4 4X4(R) 4X6 6X8(A1) 30'5" 6'6"6 6'6"6 13'0"1 6'5"11 19'7"2 6'7"1 23'5"9 3'10"7 27'5"12 4'0"3 30'5" 2'11"4 5"8 5"8 8'11"8 8'6" 18' 9'0"8 23'9"1 5'9"1 27'7"8 3'10"7 30'5" 2'9"8 9"5 4'4"109"510'6"1427'7"8 1126# 2' 1129# 9"8 Lumber Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 DF-L 2400f-2.0E :BC2 2x8 SP 2400f-2.0E:Webs 2x4 SPF Stud :w1, w2, w3 2x3 SPF #3: Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 92 plf at 0.00 to 92 plf at 30.42 BC: From 21 plf at 0.00 to 21 plf at 18.00 BC: From 20 plf at 18.00 to 20 plf at 27.62 BC: From 10 plf at 27.62 to 10 plf at 30.42 BC: 1126 lb Conc. Load at 27.62 BC: 1129 lb Conc. Load at 29.62 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.04 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.307K 999 240 VERT(TL): 0.578K 625 180 HORZ(LL): 0.119H - - HORZ(TL): 0.223H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.967 Max BC CSI: 0.729 Max Web CSI: 0.978 Mfg Specified Camber: Job Number: T95269 Truss Label:H3 Ply: 1 Qty:1 Wgt: 208.9 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1839 /-/-/-/49 /- L 3817 /-/-/75 /-/- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =2.3 L Brg Width = 5.5 Min Req =4.8 Bearings A & L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 183-5201 B - C 80-4737 C - D 69-3511 Chords Tens.Comp. D - E 68 -2738 E - F 44 -3686 F - G 0 -4784 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - K 4593 -157 K - J 4069 -131 J - I 3209 -31 Chords Tens.Comp. I - H 4162 0 H - G 4182 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 102 -361 K - C 368 0 C - J 80 -991 J - D 2272 0 Webs Tens.Comp. J - E 0 -977 E - I 595 0 I - F 87 -1002 F - H 757 -90 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org BC2 w1 w2 w3 8'1"2 12'5"12 A B C D E F G HIJ K L 6 12 312 4X10(F3) 1.5X4 4X4 8X8 10X14 6X8(R) 4X4 4X4 4X4(R) 4X6 6X8(A1) 30'5" 6'6"6 6'6"6 13'0"1 6'5"11 19'7"2 6'7"1 23'5"9 3'10"7 27'5"12 4'0"3 30'5" 2'11"4 5"8 5"8 8'11"8 8'6" 18' 9'0"8 23'9"1 5'9"1 27'7"8 3'10"7 30'5" 2'9"8 9"5 4'4"109"510'6"1427'7"8 1126# 2' 1129# 9"8 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :BC2 2x4 SPF #1/#2: Webs 2x3 SPF #3 :w3, w6 2x4 SPF #1/#2::w5 2x4 SPF 1650f-1.5E: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875' Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.272I 999 240 VERT(TL): 0.521I 597 180 HORZ(LL): 0.104C - - HORZ(TL): 0.200C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.953 Max BC CSI: 0.764 Max Web CSI: 0.863 Mfg Specified Camber: Job Number: T95269 Truss Label:H4 Ply: 1 Qty:1 Wgt: 133.7 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1463 /-/-/634 /-/185 G 1460 /-/-/603 /-/- Wind reactions based on MWFRS A Brg Width = 2.7 Min Req =2.2 G Brg Width = 5.0 Min Req =2.3 Bearings A & G Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 233-3956 B - C 245-3840 C - D 224-3459 Chords Tens.Comp. D - E 161 -1904 E - F 83 -189 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - I 3440 -345 I - H 2665 -240 Chords Tens.Comp. H - G 1190 -66 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 135 -395 I - D 675 -24 D - H 147-1133 Webs Tens.Comp. H - E 1395 -63 E - G 82 -1561 F - G 88 -330 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org BC2 w3 w5 w6 (a) 8'1"2 12'5"12 A B C D E F GH I 6 12 3 12 8X8(F4) 4X6 1.5X4 4X4 6X6 8X8 5X6(R) 3X4 4X6(R) 25'11" 6'6"6 6'6"6 13'0"9 6'6"3 19'7"2 6'6"10 25'11" 6'3"14 5"8 5"8 9' 8'6"8 18' 9' 25'11" 7'11" 9"5 4'4"103'0"510'6"14Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :BC2 2x4 SPF #1/#2: Webs 2x3 SPF #3 :w3, w6 2x4 SPF #1/#2::w5 2x4 SPF 1650f-1.5E: :Lt Slider 2x6 SPF 1650f-1.5E: BLOCK LENGTH = 2.875' Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.272I 999 240 VERT(TL): 0.521I 597 180 HORZ(LL): 0.104C - - HORZ(TL): 0.200C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.953 Max BC CSI: 0.764 Max Web CSI: 0.863 Mfg Specified Camber: Job Number: T95269 Truss Label:H4 Ply: 1 Qty:1 Wgt: 133.7 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1463 /-/-/634 /-/185 G 1460 /-/-/603 /-/- Wind reactions based on MWFRS A Brg Width = 2.7 Min Req =2.2 G Brg Width = 5.0 Min Req =2.3 Bearings A & G Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 233-3956 B - C 245-3840 C - D 224-3459 Chords Tens.Comp. D - E 161 -1904 E - F 83 -189 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - I 3440 -345 I - H 2665 -240 Chords Tens.Comp. H - G 1190 -66 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 135 -395 I - D 675 -24 D - H 147-1133 Webs Tens.Comp. H - E 1395 -63 E - G 82 -1561 F - G 88 -330 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org BC2 w3 w5 w6 (a) 8'1"2 12'5"12 A B C D E F GH I 6 12 3 12 8X8(F4) 4X6 1.5X4 4X4 6X6 8X8 5X6(R) 3X4 4X6(R) 25'11" 6'6"6 6'6"6 13'0"9 6'6"3 19'7"2 6'6"10 25'11" 6'3"14 5"8 5"8 9' 8'6"8 18' 9' 25'11" 7'11" 9"5 4'4"103'0"510'6"14 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w3, w6 2x4 SPF #1/#2::w4 2x3 SPF #1/#2::w5 2x4 SPF 1650f-1.5E::Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875':Rt Bearing Leg 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.106C 999 240 VERT(TL): 0.200C 999 180 HORZ(LL): 0.053C - - HORZ(TL): 0.100C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.712 Max BC CSI: 0.797 Max Web CSI: 0.749 Mfg Specified Camber: Job Number: T95269 Truss Label:J1 Ply: 1 Qty:8 Wgt: 156.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1585 /-/-/709 /21 /173 H 1469 /-/-/591 /53 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.5 H Brg Width = 5.0 Min Req =5.0 Bearings B & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 53 0 B - C 329-2347 C - D 316-2238 Chords Tens.Comp. D - E 342 -2042 E - F 280 -1162 F - G 130 -150 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - L 1951 -437 L - K 1389 -304 Chords Tens.Comp. K - J 1389 -304 J - I 667 -133 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 171 -455 L - E 620 -95 E - J 250 -897 J - F 979 -151 Webs Tens.Comp. F - I 239 -1263 H - I 1164 -185 G - H 1627 -1829 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 w5 w6 (a) (a) 8'1"2 12'5"12 A B C D E F G H IJKL 6 12 6X8(E5) 3X4 1.5X4 4X4 6X6 3X6 4X6(R) 5X6(R1) 4X6 3X6 3X6(R) 25'11" 6'4"6 6'4"6 12'8"9 6'4"3 19'7"2 6'10"10 25'5"8 5'10"6 25'11" 5"8 8'5"13 8'5"13 13'11"8 5'5"11 16'11"11 3'0"3 25'5"8 8'5"13 25'11" 5"8 1'6"8 4'4"109"5 3'0"510'6"1410'10"12Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w3, w6 2x4 SPF #1/#2::w4 2x3 SPF #1/#2::w5 2x4 SPF 1650f-1.5E::Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875':Rt Bearing Leg 2x6 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.106C 999 240 VERT(TL): 0.200C 999 180 HORZ(LL): 0.053C - - HORZ(TL): 0.100C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.712 Max BC CSI: 0.797 Max Web CSI: 0.749 Mfg Specified Camber: Job Number: T95269 Truss Label:J1 Ply: 1 Qty:8 Wgt: 156.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1585 /-/-/709 /21 /173 H 1469 /-/-/591 /53 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =2.5 H Brg Width = 5.0 Min Req =5.0 Bearings B & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 53 0 B - C 329-2347 C - D 316-2238 Chords Tens.Comp. D - E 342 -2042 E - F 280 -1162 F - G 130 -150 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - L 1951 -437 L - K 1389 -304 Chords Tens.Comp. K - J 1389 -304 J - I 667 -133 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 171 -455 L - E 620 -95 E - J 250 -897 J - F 979 -151 Webs Tens.Comp. F - I 239 -1263 H - I 1164 -185 G - H 1627 -1829 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 w5 w6 (a) (a) 8'1"2 12'5"12 A B C D E F G H IJKL 6 12 6X8(E5) 3X4 1.5X4 4X4 6X6 3X6 4X6(R) 5X6(R1) 4X6 3X6 3X6(R) 25'11" 6'4"6 6'4"6 12'8"9 6'4"3 19'7"2 6'10"10 25'5"8 5'10"6 25'11" 5"8 8'5"13 8'5"13 13'11"8 5'5"11 16'11"11 3'0"3 25'5"8 8'5"13 25'11" 5"8 1'6"8 4'4"109"5 3'0"510'6"1410'10"12 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w1 2x4 SPF #1/#2::gb11, gb12, gb13, gb14 2x3 SPF #1/#2::gb15 2x6 SPF 1650f-1.5E::Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010C 999 240 VERT(TL): 0.018C 999 180 HORZ(LL): 0.006C - - HORZ(TL): 0.011C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.260 Max BC CSI: 0.056 Max Web CSI: 0.205 Mfg Specified Camber: Job Number: T95269 Truss Label:J2 Ply: 1 Qty:1 Wgt: 235.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 357 /-/-/156 /-/173 AQ*105 /-/-/48 /5 /- W 71 /-/-/33 /17 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 AQBrg Width = 300 Min Req =- W Brg Width = 5.0 Min Req =5.0 Bearings B, AQ, & W Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 53 0 B - C 148 -281 C - D 112 -226 D - E 92 -177 E - F 94 -159 F - G 91 -133 G - H 87 -117H - I 84 -106 I - J 81 -95 J - K 75 -83 K - L 78 -75 Chords Tens.Comp. L - M 74 -72 M - N 74 -61 N - O 100 -50 O - P 128 -39 P - Q 152 -28 Q - R 152 -26 R - S 128 -21S - T 97 -22 T - U 54 -21 U - V 24 -14 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B -AP 17 -7 AP-AO 8 -3 AO-AN 7 -3 AN-AM 4 -2 AM-AL 3 -2 AL-AK 2 -2 AK-AJ 2 -2 AJ-AI 2 -2 Chords Tens.Comp. AG-AF 2 -4 AF-AE 2 -5 AE-AD 3 -6 AD-AC 3 -7 AC-AB 3 -7 AB-AA 3 -6 AA- Z 3 -5 Z - Y 2 -4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 gb11 gb12 gb13 gb14 gb13 gb12 gb11 gb15 (a)(a)(a)(a)(a)(a)(a) 8'1"2 12'5"12 A B C D E F G H I J KL M N O P Q R S T U V W XYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQ 6 12 3X6(E5) 3X4 3X6 3X6 4X6 3X4 3X4 5"8 25'5"8 3'7"2 1'4" (TYP) 9"2 19'7"2 19'7"2 25'5"8 5'10"6 25'11" 5"8 25'5"8 25'5"8 25'11" 5"81'6"8 5"8 4'4"109"5 3'0"510'6"1410'10"12Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w1 2x4 SPF #1/#2::gb11, gb12, gb13, gb14 2x3 SPF #1/#2::gb15 2x6 SPF 1650f-1.5E::Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 2.875' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010C 999 240 VERT(TL): 0.018C 999 180 HORZ(LL): 0.006C - - HORZ(TL): 0.011C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.260 Max BC CSI: 0.056 Max Web CSI: 0.205 Mfg Specified Camber: Job Number: T95269 Truss Label:J2 Ply: 1 Qty:1 Wgt: 235.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 357 /-/-/156 /-/173 AQ*105 /-/-/48 /5 /- W 71 /-/-/33 /17 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 AQBrg Width = 300 Min Req =- W Brg Width = 5.0 Min Req =5.0 Bearings B, AQ, & W Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 53 0 B - C 148 -281 C - D 112 -226 D - E 92 -177 E - F 94 -159 F - G 91 -133 G - H 87 -117H - I 84 -106 I - J 81 -95 J - K 75 -83 K - L 78 -75 Chords Tens.Comp. L - M 74 -72 M - N 74 -61 N - O 100 -50 O - P 128 -39 P - Q 152 -28 Q - R 152 -26 R - S 128 -21S - T 97 -22 T - U 54 -21 U - V 24 -14 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B -AP 17 -7 AP-AO 8 -3 AO-AN 7 -3 AN-AM 4 -2 AM-AL 3 -2 AL-AK 2 -2 AK-AJ 2 -2 AJ-AI 2 -2 Chords Tens.Comp. AG-AF 2 -4 AF-AE 2 -5 AE-AD 3 -6 AD-AC 3 -7 AC-AB 3 -7 AB-AA 3 -6 AA- Z 3 -5 Z - Y 2 -4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 gb11 gb12 gb13 gb14 gb13 gb12 gb11 gb15 (a)(a)(a)(a)(a)(a)(a) 8'1"2 12'5"12 A B C D E F G H I J KL M N O P Q R S T U V W XYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQ 6 12 3X6(E5) 3X4 3X6 3X6 4X6 3X4 3X4 5"8 25'5"8 3'7"2 1'4" (TYP) 9"2 19'7"2 19'7"2 25'5"8 5'10"6 25'11" 5"8 25'5"8 25'5"8 25'11" 5"81'6"8 5"8 4'4"109"5 3'0"510'6"1410'10"12 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :gb1 2x4 SPF #1/#2: Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.35 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002J 999 240 VERT(TL): 0.004J 999 180 HORZ(LL): 0.006R - - HORZ(TL): 0.012R - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.271 Max BC CSI: 0.037 Max Web CSI: 0.403 Mfg Specified Camber: Job Number: T95269 Truss Label:K1 Ply: 1 Qty:1 Wgt: 146.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AJ*113 /-/-/47 /3 /10 T 359 /-/-/182 /54 /- Wind reactions based on MWFRS AJBrg Width = 235 Min Req =- T Brg Width = 5.5 Min Req =1.5 Bearings AJ & U Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 84 0 B - C 135 -121 C - D 151 -186 D - E 156 -179 E - F 148 -161 F - G 173 -145 G - H 204 -128 H - I 241 -113 I - J 265 -95 Chords Tens.Comp. J - K 265 -84 K - L 241 -77 L - M 204 -69 M - N 173 -63 N - O 142 -59 O - P 109 -62 P - Q 90 -75 Q - R 82 -133 R - S 84 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AJ-AI 194 -183 AI-AH 188 -178 AH-AG 30 -11 AG-AF 28 -11 AF-AE 27 -10 AE-AD 27 -10 AD-AC 26 -10 AC-AB 25 -10 Chords Tens.Comp. AB-AA 25 -10 AA- Z 25 -10 Z - Y 25 -9 Y - X 26 -8 X - W 26 -8 W - V 26 -7 V - U 28 -6 U - T 24 -8 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org gb1 gb1 12'5"12A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAIAJ 8 12 3X6 3X4 3X4 4X6 5X6 3X6 20'1" 8"8 1'4"(TYP) 6"12 9"12 9"12 10'0"8 9'2"12 20'1" 10'0"8 1'11"4 1'11"4 20'1" 18'1"121'6"8 1'6"8 1'0"67'8"128'0"14Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :gb1 2x4 SPF #1/#2: Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.35 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002J 999 240 VERT(TL): 0.004J 999 180 HORZ(LL): 0.006R - - HORZ(TL): 0.012R - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.271 Max BC CSI: 0.037 Max Web CSI: 0.403 Mfg Specified Camber: Job Number: T95269 Truss Label:K1 Ply: 1 Qty:1 Wgt: 146.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AJ*113 /-/-/47 /3 /10 T 359 /-/-/182 /54 /- Wind reactions based on MWFRS AJBrg Width = 235 Min Req =- T Brg Width = 5.5 Min Req =1.5 Bearings AJ & U Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 84 0 B - C 135 -121 C - D 151 -186 D - E 156 -179 E - F 148 -161 F - G 173 -145 G - H 204 -128 H - I 241 -113 I - J 265 -95 Chords Tens.Comp. J - K 265 -84 K - L 241 -77 L - M 204 -69 M - N 173 -63 N - O 142 -59 O - P 109 -62 P - Q 90 -75 Q - R 82 -133 R - S 84 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AJ-AI 194 -183 AI-AH 188 -178 AH-AG 30 -11 AG-AF 28 -11 AF-AE 27 -10 AE-AD 27 -10 AD-AC 26 -10 AC-AB 25 -10 Chords Tens.Comp. AB-AA 25 -10 AA- Z 25 -10 Z - Y 25 -9 Y - X 26 -8 X - W 26 -8 W - V 26 -7 V - U 28 -6 U - T 24 -8 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org gb1 gb1 12'5"12A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAIAJ 8 12 3X6 3X4 3X4 4X6 5X6 3X6 20'1" 8"8 1'4"(TYP) 6"12 9"12 9"12 10'0"8 9'2"12 20'1" 10'0"8 1'11"4 1'11"4 20'1" 18'1"121'6"8 1'6"8 1'0"67'8"128'0"14 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w1, w10, w11 2x4 SPF #1/#2::w2 2x3 SPF #1/#2: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.35 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.064D 999 240 VERT(TL): 0.121D 999 180 HORZ(LL): 0.057G - - HORZ(TL): 0.109G - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.424 Max BC CSI: 0.536 Max Web CSI: 0.898 Mfg Specified Camber: Job Number: T95269 Truss Label:K2 Ply: 1 Qty:7 Wgt: 127.0 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1306 /-/-/557 /40 /190 I 1285 /-/-/559 /38 /- Wind reactions based on MWFRS N Brg Width = 5.5 Min Req =1.8 I Brg Width = 5.5 Min Req =2.0 Bearings N & I Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 80 0 B - C 94-2058 C - D 125-1972 D - E 149-1235 Chords Tens.Comp. E - F 183 -1406 F - G 135 -200 G - H 80 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. N - M 164 -262 M - L 1375 -18 L - K 912 0 Chords Tens.Comp. K - J 1125 -21 J - I 1080 -21 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 146-1212 B - M 1815 -14 M - C 49 -77 M - D 397 -60 D - L 110 -532 L - E 430 -12 Webs Tens.Comp. E - K 441 -78 K - F 123 -74 J - F 55 -393 F - I 25 -1307 G - I 161 -411 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 w2 w10 w11 12'5"12A B C D E F G H IJ KLM N 8 12 6 12 4X8 3X4 5X8(SRS) 1.5X4 3X4 3X4 5X6 4X6(SRS)(R) 4X6 4X10 1.5X4 4X6(R) 20'1" 2'6"12 2'6"12 5'0"4 2'5"8 10'0"8 5'0"4 14'11"10 4'11"2 20'1" 5'1"6 5"8 5"8 2'5"8 2' 9'11"4 7'5"12 12'3"12 2'4"8 14'3"12 2' 20'1" 5'9"41'6"8 1'6"8 1'0"61'7'8"128'0"14Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w1, w10, w11 2x4 SPF #1/#2::w2 2x3 SPF #1/#2: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.35 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.064D 999 240 VERT(TL): 0.121D 999 180 HORZ(LL): 0.057G - - HORZ(TL): 0.109G - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.424 Max BC CSI: 0.536 Max Web CSI: 0.898 Mfg Specified Camber: Job Number: T95269 Truss Label:K2 Ply: 1 Qty:7 Wgt: 127.0 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1306 /-/-/557 /40 /190 I 1285 /-/-/559 /38 /- Wind reactions based on MWFRS N Brg Width = 5.5 Min Req =1.8 I Brg Width = 5.5 Min Req =2.0 Bearings N & I Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 80 0 B - C 94-2058 C - D 125-1972 D - E 149-1235 Chords Tens.Comp. E - F 183 -1406 F - G 135 -200 G - H 80 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. N - M 164 -262 M - L 1375 -18 L - K 912 0 Chords Tens.Comp. K - J 1125 -21 J - I 1080 -21 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 146-1212 B - M 1815 -14 M - C 49 -77 M - D 397 -60 D - L 110 -532 L - E 430 -12 Webs Tens.Comp. E - K 441 -78 K - F 123 -74 J - F 55 -393 F - I 25 -1307 G - I 161 -411 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 w2 w10 w11 12'5"12A B C D E F G H IJ KLM N 8 12 6 12 4X8 3X4 5X8(SRS) 1.5X4 3X4 3X4 5X6 4X6(SRS)(R) 4X6 4X10 1.5X4 4X6(R) 20'1" 2'6"12 2'6"12 5'0"4 2'5"8 10'0"8 5'0"4 14'11"10 4'11"2 20'1" 5'1"6 5"8 5"8 2'5"8 2' 9'11"4 7'5"12 12'3"12 2'4"8 14'3"12 2' 20'1" 5'9"41'6"8 1'6"8 1'0"61'7'8"128'0"14 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 :w3, w4 2x3 SPF #3: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.35 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.043J 999 240 VERT(TL): 0.081J 999 180 HORZ(LL): 0.026F - - HORZ(TL): 0.049F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.370 Max BC CSI: 0.992 Max Web CSI: 0.886 Mfg Specified Camber: Job Number: T95269 Truss Label:K3 Ply: 1 Qty:1 Wgt: 119.7 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 1290 /-/-/560 /-/190 H 1290 /-/-/560 /-/- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =2.0 H Brg Width = 5.5 Min Req =2.0 Bearings K & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 80 0 B - C 112 -234 C - D 111-1115 Chords Tens.Comp. D - E 111 -1115 E - F 111 -234 F - G 80 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. K - J 1058 -15 J - I 1058 0 Chords Tens.Comp. I - H 1058 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 145 -426 K - C 18-1241 C - J 107 -309 D - J 617 -35 Webs Tens.Comp. J - E 107 -309 E - H 19 -1241 F - H 143 -426 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 w3 12'5"12A B C D E F G HIJK 8 12 1.5X4 4X4 4X4 4X6 3X6 3X6 4X4 1.5X4 4X4 20'1" 5'0"4 5'0"4 10'0"8 5'0"4 15'0"12 5'0"4 20'1" 5'0"4 10'0"8 10'0"8 13'11"8 3'11" 20'1" 6'1"81'6"8 1'6"8 1'0"67'8"128'0"14Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 :w3, w4 2x3 SPF #3: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.35 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.043J 999 240 VERT(TL): 0.081J 999 180 HORZ(LL): 0.026F - - HORZ(TL): 0.049F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.370 Max BC CSI: 0.992 Max Web CSI: 0.886 Mfg Specified Camber: Job Number: T95269 Truss Label:K3 Ply: 1 Qty:1 Wgt: 119.7 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 1290 /-/-/560 /-/190 H 1290 /-/-/560 /-/- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =2.0 H Brg Width = 5.5 Min Req =2.0 Bearings K & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 80 0 B - C 112 -234 C - D 111-1115 Chords Tens.Comp. D - E 111 -1115 E - F 111 -234 F - G 80 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. K - J 1058 -15 J - I 1058 0 Chords Tens.Comp. I - H 1058 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 145 -426 K - C 18-1241 C - J 107 -309 D - J 617 -35 Webs Tens.Comp. J - E 107 -309 E - H 19 -1241 F - H 143 -426 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 w3 12'5"12A B C D E F G HIJK 8 12 1.5X4 4X4 4X4 4X6 3X6 3X6 4X4 1.5X4 4X4 20'1" 5'0"4 5'0"4 10'0"8 5'0"4 15'0"12 5'0"4 20'1" 5'0"4 10'0"8 10'0"8 13'11"8 3'11" 20'1" 6'1"81'6"8 1'6"8 1'0"67'8"128'0"14 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 DF-L 1800f-1.6E Webs 2x4 SPF #1/#2 :w3, w4 2x3 SPF #3: Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.35 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040H 999 240 VERT(TL): 0.076H 999 180 HORZ(LL): 0.023E - - HORZ(TL): 0.044E - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.393 Max BC CSI: 0.695 Max Web CSI: 0.883 Mfg Specified Camber: Job Number: T95269 Truss Label:K4 Ply: 1 Qty:1 Wgt: 114.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 1129 /-/-/472 /-/172 G 1285 /-/-/557 /-/- Wind reactions based on MWFRS I Brg Width = -Min Req =- G Brg Width = 5.5 Min Req =1.6 Bearing G Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 -209 B - C 117-1108 C - D 111-1107 Chords Tens.Comp. D - E 113 -228 E - F 80 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. I - H 1043 -19 Chords Tens.Comp. H - G 1051 -4 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 51 -244 I - B 43-1248 B - H 110 -299 C - H 611 -44 Webs Tens.Comp. H - D 108 -310 D - G 22 -1238 E - G 144 -422**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 w3 12'5"12 A B C D E F GHI 8 12 1.5X4 4X4 4X4 4X6 3X6 4X4 1.5X4 4X4 19'10"12 (J)Supporting Member: (1) 4'10" 4'10" 9'10"4 5'0"4 14'10"8 5'0"4 19'10"12 5'0"4 9'10"4 9'10"4 19'10"12 10'0"8 1'6"8 1'1"14 1'0"67'8"128'0"14Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 DF-L 1800f-1.6E Webs 2x4 SPF #1/#2 :w3, w4 2x3 SPF #3: Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.35 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040H 999 240 VERT(TL): 0.076H 999 180 HORZ(LL): 0.023E - - HORZ(TL): 0.044E - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.393 Max BC CSI: 0.695 Max Web CSI: 0.883 Mfg Specified Camber: Job Number: T95269 Truss Label:K4 Ply: 1 Qty:1 Wgt: 114.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 1129 /-/-/472 /-/172 G 1285 /-/-/557 /-/- Wind reactions based on MWFRS I Brg Width = -Min Req =- G Brg Width = 5.5 Min Req =1.6 Bearing G Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 -209 B - C 117-1108 C - D 111-1107 Chords Tens.Comp. D - E 113 -228 E - F 80 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. I - H 1043 -19 Chords Tens.Comp. H - G 1051 -4 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 51 -244 I - B 43-1248 B - H 110 -299 C - H 611 -44 Webs Tens.Comp. H - D 108 -310 D - G 22 -1238 E - G 144 -422**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 w3 12'5"12 A B C D E F GHI 8 12 1.5X4 4X4 4X4 4X6 3X6 4X4 1.5X4 4X4 19'10"12 (J)Supporting Member: (1) 4'10" 4'10" 9'10"4 5'0"4 14'10"8 5'0"4 19'10"12 5'0"4 9'10"4 9'10"4 19'10"12 10'0"8 1'6"8 1'1"14 1'0"67'8"128'0"14 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 DF-L 1800f-1.6E Webs 2x4 SPF #1/#2 :w3, w4 2x3 SPF #3: Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.91 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.038G 999 240 VERT(TL): 0.075G 999 180 HORZ(LL): 0.022E - - HORZ(TL): 0.042E - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.398 Max BC CSI: 0.686 Max Web CSI: 0.853 Mfg Specified Camber: Job Number: T95269 Truss Label:K5 Ply: 1 Qty:1 Wgt: 109.9 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1126 /-/-/469 /-/144 F 1126 /-/-/470 /-/- Wind reactions based on MWFRS H Brg Width = -Min Req =- F Brg Width = 3.7 Min Req =1.5 Bearing F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 65 -209 B - C 119-1103 Chords Tens.Comp. C - D 119 -1103 D - E 65 -217 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. H - G 1039 -32 Chords Tens.Comp. G - F 1046 -32 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 52 -244 H - B 50-1243 B - G 111 -301 C - G 609 -46 Webs Tens.Comp. G - D 111 -309 D - F 50 -1240 E - F 52 -250**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 w3 12'5"12 A B C D E FGH 8 12 1.5X4 4X4 4X4 4X6 3X6 4X4 1.5X4 4X4 19'9" (J)Supporting Member: (1) 4'10" 4'10" 9'10"4 5'0"4 14'10"8 5'0"4 19'9" 4'10"8 9'10"4 9'10"4 19'9" 9'10"12 1'1"14 1'1"97'8"12Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 DF-L 1800f-1.6E Webs 2x4 SPF #1/#2 :w3, w4 2x3 SPF #3: Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.91 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.038G 999 240 VERT(TL): 0.075G 999 180 HORZ(LL): 0.022E - - HORZ(TL): 0.042E - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.398 Max BC CSI: 0.686 Max Web CSI: 0.853 Mfg Specified Camber: Job Number: T95269 Truss Label:K5 Ply: 1 Qty:1 Wgt: 109.9 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1126 /-/-/469 /-/144 F 1126 /-/-/470 /-/- Wind reactions based on MWFRS H Brg Width = -Min Req =- F Brg Width = 3.7 Min Req =1.5 Bearing F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 65 -209 B - C 119-1103 Chords Tens.Comp. C - D 119 -1103 D - E 65 -217 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. H - G 1039 -32 Chords Tens.Comp. G - F 1046 -32 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 52 -244 H - B 50-1243 B - G 111 -301 C - G 609 -46 Webs Tens.Comp. G - D 111 -309 D - F 50 -1240 E - F 52 -250**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 w3 12'5"12 A B C D E FGH 8 12 1.5X4 4X4 4X4 4X6 3X6 4X4 1.5X4 4X4 19'9" (J)Supporting Member: (1) 4'10" 4'10" 9'10"4 5'0"4 14'10"8 5'0"4 19'9" 4'10"8 9'10"4 9'10"4 19'9" 9'10"12 1'1"14 1'1"97'8"12 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 :gb2, gb3 2x3 SPF #3: Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001B 999 240 VERT(TL): 0.001B 999 180 HORZ(LL):-0.015D - - HORZ(TL):-0.029D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.043 Max BC CSI: 0.047 Max Web CSI: 0.071 Mfg Specified Camber: Job Number: T95269 Truss Label:K6 Ply: 1 Qty:1 Wgt: 21.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*112 /-/-/53 /2 /11 Wind reactions based on MWFRS E Brg Width = 42.2 Min Req =- Bearing H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 12 -119 B - C 27 -58 Chords Tens.Comp. C - D 30 -40 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. H - G 64 -5 G - F 72 -7 Chords Tens.Comp. F - E 74 -8 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. A - H 10 -139 B - G 159 -69 Gables Tens.Comp. C - F 63 -162 D - E 38 -67 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org gb2 gb3 12'5"12 A B C D E FG H 6 12 3'6"4 1"12 1"12 6"10 4"14 1'10"10 1'4" 3'4"8 1'5"14 3'6"4 1"12 1"12 1"12 6"10 4"14 1'10"10 1'4" 3'4"8 1'5"14 3'6"4 1"121'2"153'0"1Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #1/#2 :gb2, gb3 2x3 SPF #3: Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001B 999 240 VERT(TL): 0.001B 999 180 HORZ(LL):-0.015D - - HORZ(TL):-0.029D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.043 Max BC CSI: 0.047 Max Web CSI: 0.071 Mfg Specified Camber: Job Number: T95269 Truss Label:K6 Ply: 1 Qty:1 Wgt: 21.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*112 /-/-/53 /2 /11 Wind reactions based on MWFRS E Brg Width = 42.2 Min Req =- Bearing H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 12 -119 B - C 27 -58 Chords Tens.Comp. C - D 30 -40 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. H - G 64 -5 G - F 72 -7 Chords Tens.Comp. F - E 74 -8 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. A - H 10 -139 B - G 159 -69 Gables Tens.Comp. C - F 63 -162 D - E 38 -67 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org gb2 gb3 12'5"12 A B C D E FG H 6 12 3'6"4 1"12 1"12 6"10 4"14 1'10"10 1'4" 3'4"8 1'5"14 3'6"4 1"12 1"12 1"12 6"10 4"14 1'10"10 1'4" 3'4"8 1'5"14 3'6"4 1"121'2"153'0"1 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 18.08 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002C 999 240 VERT(TL): 0.004C 999 180 HORZ(LL):-0.001H - - HORZ(TL):-0.002H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.280 Max BC CSI: 0.081 Max Web CSI: 0.149 Mfg Specified Camber: Job Number: T95269 Truss Label:V1 VAL BV 6/12 Ply: 1 Qty:1 Wgt: 50.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*114 /-/-/44 /-/7 Wind reactions based on MWFRS E Brg Width = 162 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 41 -70 B - C 83 -173 Chords Tens.Comp. C - D 83 -173 D - E 74 -83 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - H 60 -19 H - G 46 -25 Chords Tens.Comp. G - F 46 -25 F - E 60 -26 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 106 -391 C - G 0 -261 Webs Tens.Comp. F - D 106 -391 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 15'8" A B C D E FGH 8 12 2X4(D8R) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 2X4(D8R) 13'6"11 2'9"6 2'9"6 6'9"6 4' 10'9"6 4' 13'6"11 2'9"6 2'9"6 2'9"6 6'9"6 4' 10'9"6 4' 13'6"11 2'9"6 0"44'6"8Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 18.08 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002C 999 240 VERT(TL): 0.004C 999 180 HORZ(LL):-0.001H - - HORZ(TL):-0.002H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.280 Max BC CSI: 0.081 Max Web CSI: 0.149 Mfg Specified Camber: Job Number: T95269 Truss Label:V1 VAL BV 6/12 Ply: 1 Qty:1 Wgt: 50.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*114 /-/-/44 /-/7 Wind reactions based on MWFRS E Brg Width = 162 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 41 -70 B - C 83 -173 Chords Tens.Comp. C - D 83 -173 D - E 74 -83 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - H 60 -19 H - G 46 -25 Chords Tens.Comp. G - F 46 -25 F - E 60 -26 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 106 -391 C - G 0 -261 Webs Tens.Comp. F - D 106 -391 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 15'8" A B C D E FGH 8 12 2X4(D8R) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 2X4(D8R) 13'6"11 2'9"6 2'9"6 6'9"6 4' 10'9"6 4' 13'6"11 2'9"6 2'9"6 2'9"6 6'9"6 4' 10'9"6 4' 13'6"11 2'9"6 0"44'6"8 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 18.58 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.026D 999 240 VERT(TL): 0.051D 999 180 HORZ(LL):-0.013D - - HORZ(TL):-0.026D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.531 Max BC CSI: 0.319 Max Web CSI: 0.322 Mfg Specified Camber: Job Number: T95269 Truss Label:V2 VAL BV 6/12 Ply: 1 Qty:1 Wgt: 36.8 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*114 /-/-/44 /-/7 Wind reactions based on MWFRS C Brg Width = 126 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 465 -77 Chords Tens.Comp. B - C 465 -77 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - D 103 -297 Chords Tens.Comp. D - C 103 -297 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 126 -785 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 16'8" A B C D 8 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 10'6"11 5'3"6 5'3"6 10'6"11 5'3"6 5'3"6 5'3"6 10'6"11 5'3"6 0"43'6"8Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 18.58 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.026D 999 240 VERT(TL): 0.051D 999 180 HORZ(LL):-0.013D - - HORZ(TL):-0.026D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.531 Max BC CSI: 0.319 Max Web CSI: 0.322 Mfg Specified Camber: Job Number: T95269 Truss Label:V2 VAL BV 6/12 Ply: 1 Qty:1 Wgt: 36.8 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*114 /-/-/44 /-/7 Wind reactions based on MWFRS C Brg Width = 126 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 465 -77 Chords Tens.Comp. B - C 465 -77 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - D 103 -297 Chords Tens.Comp. D - C 103 -297 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 126 -785 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 16'8" A B C D 8 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 10'6"11 5'3"6 5'3"6 10'6"11 5'3"6 5'3"6 5'3"6 10'6"11 5'3"6 0"43'6"8 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 18.80 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007F 999 240 VERT(TL): 0.014F 999 180 HORZ(LL):-0.003F - - HORZ(TL):-0.007F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.135 Max BC CSI: 0.171 Max Web CSI: 0.075 Mfg Specified Camber: Job Number: T95269 Truss Label:V3 VAL BV 6/12 Ply: 1 Qty:1 Wgt: 27.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*114 /-/-/42 /-/5 Wind reactions based on MWFRS E Brg Width = 90.7 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 57 -193 B - C 66 -135 Chords Tens.Comp. C - D 66 -135 D - E 57 -193 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - F 128 -9 Chords Tens.Comp. F - E 128 -9 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 60 -235 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org DT -1"11 17'8" A B C D E F 8 12 2X4(D8R) 3X4 1.5X4 1.5X4 3X4 2X4(D8R) 7'6"11 2'11"5 2'11"5 4'7"6 1'8"1 7'6"11 2'11"5 3'9"6 3'9"6 7'6"11 3'9"6 0"41'11"13Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 18.80 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007F 999 240 VERT(TL): 0.014F 999 180 HORZ(LL):-0.003F - - HORZ(TL):-0.007F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.135 Max BC CSI: 0.171 Max Web CSI: 0.075 Mfg Specified Camber: Job Number: T95269 Truss Label:V3 VAL BV 6/12 Ply: 1 Qty:1 Wgt: 27.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*114 /-/-/42 /-/5 Wind reactions based on MWFRS E Brg Width = 90.7 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 57 -193 B - C 66 -135 Chords Tens.Comp. C - D 66 -135 D - E 57 -193 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - F 128 -9 Chords Tens.Comp. F - E 128 -9 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 60 -235 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org DT -1"11 17'8" A B C D E F 8 12 2X4(D8R) 3X4 1.5X4 1.5X4 3X4 2X4(D8R) 7'6"11 2'11"5 2'11"5 4'7"6 1'8"1 7'6"11 2'11"5 3'9"6 3'9"6 7'6"11 3'9"6 0"41'11"13 Lumber Top chord 2x6 SPF 1650f-1.5EBot chord 2x8 SP 2400f-2.0E Webs 2x4 SPF #1/#2 :w2 2x4 SPF Stud::w3 2x4 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 55 plf at -1.54 to 55 plf at 23.63 BC: From 1284 plf at 0.00 to1284 plf at 22.08 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Blocking Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 0.00' bearing 2 located at 21.63' Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 3.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-16 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: NA I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2018 TPI Std:2014 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.189I 999 240 VERT(TL): 0.299I 875 180 HORZ(LL): 0.053C - - HORZ(TL): 0.084C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 2.0 Max TC CSI: 0.524 Max BC CSI: 0.727 Max Web CSI: 0.896 Mfg Specified Camber: Job Number: T95269 Truss Label:A3 (SHIPPED EARLY) Ply: 3 Qty:1 Wgt: 491.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 14870/-/-/478 /103 /142 F 14870/-/-/478 /103 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =5.4 F Brg Width = 5.5 Min Req =5.4 Bearings K & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 13 0 B - C 56-7877 C - D 55-5584 Chords Tens.Comp. D - E 55 -5584 E - F 56 -7870 F - G 13 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 7035 -25 J - I 7004 -25 Chords Tens.Comp. I - H 6998 -25 H - F 7029 -25 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - C 2208 0 C - I 30-2363 D - I 4800 -23 Webs Tens.Comp. I - E 30 -2356 E - H 2201 0**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 w3 w2(a)(a) 2'7"14A B C D E F G HIJK 6 12 7X16(B7R) 4X14 8X8 6X12(R) 10X14(R) 8X8 12X12 7X16(B7R) 22'1" 6'2"12 6'2"12 11'0"8 4'9"12 15'10"4 4'9"12 22'1" 6'2"12 6'1" 6'1" 11'0"8 4'11"8 15'11"8 4'11" 22'1" 6'1"81'6"8 1'6"8 6"106'0"146'9"10Lumber Top chord 2x6 SPF 1650f-1.5EBot chord 2x8 SP 2400f-2.0E Webs 2x4 SPF #1/#2 :w2 2x4 SPF Stud::w3 2x4 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 55 plf at -1.54 to 55 plf at 23.63 BC: From 1284 plf at 0.00 to1284 plf at 22.08 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Blocking Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 0.00' bearing 2 located at 21.63' Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 3.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-16 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: NA I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IBC 2018 TPI Std:2014 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.189I 999 240 VERT(TL): 0.299I 875 180 HORZ(LL): 0.053C - - HORZ(TL): 0.084C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 2.0 Max TC CSI: 0.524 Max BC CSI: 0.727 Max Web CSI: 0.896 Mfg Specified Camber: Job Number: T95269 Truss Label:A3 (SHIPPED EARLY) Ply: 3 Qty:1 Wgt: 491.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 14870/-/-/478 /103 /142 F 14870/-/-/478 /103 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =5.4 F Brg Width = 5.5 Min Req =5.4 Bearings K & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 13 0 B - C 56-7877 C - D 55-5584 Chords Tens.Comp. D - E 55 -5584 E - F 56 -7870 F - G 13 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 7035 -25 J - I 7004 -25 Chords Tens.Comp. I - H 6998 -25 H - F 7029 -25 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - C 2208 0 C - I 30-2363 D - I 4800 -23 Webs Tens.Comp. I - E 30 -2356 E - H 2201 0**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 w3 w2(a)(a) 2'7"14A B C D E F G HIJK 6 12 7X16(B7R) 4X14 8X8 6X12(R) 10X14(R) 8X8 12X12 7X16(B7R) 22'1" 6'2"12 6'2"12 11'0"8 4'9"12 15'10"4 4'9"12 22'1" 6'2"12 6'1" 6'1" 11'0"8 4'11"8 15'11"8 4'11" 22'1" 6'1"81'6"8 1'6"8 6"106'0"146'9"10 1'11"42'2'2'2'2'2'2'2'1'11"42'2'2' 1'11"42'2'DESIGNER CONTACT INFORMATION:JOE TOUFAR715-895-9728JOE_TOUFAR@TRUSSABC.COM ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDER CONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FORMORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THEBCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED.R = 14870#R = 14870#3 PLYA3A2(4)A1 (9)B1B2 B2(3)C1C2 C3 15'8"7'1'26'2'51'8"2'21'8"6"25'6"2'11'6"2'8'2'17'6" 41'9' 13'4"7'6"19'2"10'4'6"3'6"3'9" PAGE NO: 1 OF 1 JOB NO: T95269 Name: MORGAN II 17821Customer: Lyman Lumber/Chan Address: 17821 ESSEX LNSalesman: LLCDesigner: SJT HUS26 CODE LISTINGS: FASTENERS: ICC ESR-2549/ESR-2523/ESR-3096RR25807/RR25910FL10655 Carrying Member - (14) 16d Carried Member - (6) 16d(16d = 0.162" dia. x 3 1/2" long.) © 2018 Simpson Strong-Tie Co. Inc. REFER TO THE CURRENTSIMPSON STRONG-TIECATALOG FOR ADDITIONALINFORMATIONWWW.STRONGTIE.COM 5 7/16" 5 3/4" HUS26 HUS26 3/12 3/121'11"42'2'2'2'2'2'2'2'2'2'2'2'1'6"125"42'2'2'2'2'2' 1'11"42'2'2'2'2'2'2'2'2'2'2'2'DESIGNER CONTACT INFORMATION: JOE TOUFAR 715-895-9728 JOE_TOUFAR@TRUSSABC.COM ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FORMORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THE BCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED. BASE WALL HEIGHT (8-1-2) BASE + 4-4-10 (12-5-12) (5)D1 E1E3H1H3E2(3)H2H4J2(8)J1 K1 K3 K4 K5 (7)K2K6V1 V2 V3 (5)E2A 17'2"3'6"27'2'49'8"22'2"25'6"2'11'6"2'8'2'17'6" 41' 13'4"7'6"20'2"2'8"10' PAGE NO: 1 OF 1 JOB NO: T95269 Name: MORGAN II 17821Customer: Lyman Lumber/Chan Address: 17821 ESSEX LNSalesman: LLCDesigner: SJT Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000T 999 480 VERT(TL): 0.000T 999 240 HORZ(LL): 0.000V - - HORZ(TL): 0.001V - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.055 Max BC CSI: 0.012 Max Web CSI: 0.036 Mfg Specified Camber: Job Number: T95269F Truss Label:FA Ply: 1 Qty:1 Wgt: 129.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AS61 /-/-/-/-/- X*109 /-/-/-/-/- ASBrg Width = 5.5 Min Req =1.5 X Brg Width = 305 Min Req =- Bearings AS & AS Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 0 0 C - D 0 0 D - E 0 0 E - F 0 0 F - G 0 0 G - H 0 0 H - I 0 0 I - J 0 0 J - K 0 0K - L 0 0 Chords Tens.Comp. L - M 0 0 M - N 0 0 N - O 0 0 O - P 0 0 P - Q 0 0 Q - R 0 0 R - S 0 0 S - T 0 0 T - U 0 0 U - V 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AS-AR 0 0 AR-AQ 0 0 AQ-AP 0 0 AP-AO 0 0 AO-AN 0 0 AN-AM 0 0 AM-AL 0 0 AL-AK 0 0 AK-AJ 0 0 AJ-AI 0 0 AI-AH 0 0 Chords Tens.Comp. AH-AG 0 0 AG-AF 0 0 AF-AE 0 0 AE-AD 0 0 AD-AC 0 0 AC-AB 0 0 AB-AA 0 0 AA- Z 0 0 Z - Y 0 0 Y - X 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org -1'8"12 A B C D E F G H I J K L M N O P Q R S T UVW XYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARAS AT 1.5X4(R) 2X3 W=3X10 W=3X10 2X3 1.5X4(R) 3"10 25'11" 1'2"8 1'4" (TYP)1'8"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000T 999 480 VERT(TL): 0.000T 999 240 HORZ(LL): 0.000V - - HORZ(TL): 0.001V - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.055 Max BC CSI: 0.012 Max Web CSI: 0.036 Mfg Specified Camber: Job Number: T95269F Truss Label:FA Ply: 1 Qty:1 Wgt: 129.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AS61 /-/-/-/-/- X*109 /-/-/-/-/- ASBrg Width = 5.5 Min Req =1.5 X Brg Width = 305 Min Req =- Bearings AS & AS Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 0 0 C - D 0 0 D - E 0 0 E - F 0 0 F - G 0 0 G - H 0 0 H - I 0 0 I - J 0 0 J - K 0 0K - L 0 0 Chords Tens.Comp. L - M 0 0 M - N 0 0 N - O 0 0 O - P 0 0 P - Q 0 0 Q - R 0 0 R - S 0 0 S - T 0 0 T - U 0 0 U - V 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AS-AR 0 0 AR-AQ 0 0 AQ-AP 0 0 AP-AO 0 0 AO-AN 0 0 AN-AM 0 0 AM-AL 0 0 AL-AK 0 0 AK-AJ 0 0 AJ-AI 0 0 AI-AH 0 0 Chords Tens.Comp. AH-AG 0 0 AG-AF 0 0 AF-AE 0 0 AE-AD 0 0 AD-AC 0 0 AC-AB 0 0 AB-AA 0 0 AA- Z 0 0 Z - Y 0 0 Y - X 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org -1'8"12 A B C D E F G H I J K L M N O P Q R S T UVW XYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARAS AT 1.5X4(R) 2X3 W=3X10 W=3X10 2X3 1.5X4(R) 3"10 25'11" 1'2"8 1'4" (TYP)1'8" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 2400f-2.0E :BC2 4x2 DF-L 1800f-1.6E:Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.57" DL: 0.35". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.587G 519 480 VERT(TL): 0.919G 331 240 HORZ(LL): 0.094B - - HORZ(TL): 0.146B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.787 Max BC CSI: 0.738 Max Web CSI: 0.744 Mfg Specified Camber: Job Number: T95269F Truss Label:FB Ply: 1 Qty:8 Wgt: 136.9 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1413 /-/-/-/-/- O 1413 /-/-/-/-/- V Brg Width = 5.5 Min Req =1.5 O Brg Width = 5.5 Min Req =1.5 Bearings V & O Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-3641 C - D 0-3641 D - E 0-3641 E - F 0-5520 F - G 0-5520 Chords Tens.Comp. G - H 0 -5543 H - I 0 -5540 I - J 0 -5525 J - K 0 -3572 K - L 0 -3572 L - M 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. V - U 2021 0 U - T 4791 0 T - S 5775 0 S - R 5540 0 Chords Tens.Comp. R - Q 4740 0 Q - P 4740 0 P - O 1925 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W - V 0 -10 A - V 0 -102 V - B 0-2392 B - U 1903 0C - U 0 -238 U - E 0-1352 E - T 856 0 F - T 0 -231 Webs Tens.Comp. S - H 176 -93 I - R 0 -376 R - J 1084 0 J - P 0 -1373K - P 0 -250 P - L 1934 0 L - O 0 -2315 M - O 0 -97 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org BC2 w1 w2 w2 w2 w2 w2 w2 w2 w1 TK UP-1'8"12 A B C D E F G H I J K L M N OPQRSTUV W 1.5X4(R) 4X8 4X8 4X10 W=3X10 3X6 3X6 3X4 3X4 3X6 W=SS0312 3X6 4X10 4X8 4X8 1.5X4(R) 3"10 25'11" 3" 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'3"12 3" 15'3" 15'3" 15'9"8 6"8 25'11" 10'1"8 1'8"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 2400f-2.0E :BC2 4x2 DF-L 1800f-1.6E:Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.57" DL: 0.35". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.587G 519 480 VERT(TL): 0.919G 331 240 HORZ(LL): 0.094B - - HORZ(TL): 0.146B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.787 Max BC CSI: 0.738 Max Web CSI: 0.744 Mfg Specified Camber: Job Number: T95269F Truss Label:FB Ply: 1 Qty:8 Wgt: 136.9 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1413 /-/-/-/-/- O 1413 /-/-/-/-/- V Brg Width = 5.5 Min Req =1.5 O Brg Width = 5.5 Min Req =1.5 Bearings V & O Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-3641 C - D 0-3641 D - E 0-3641 E - F 0-5520 F - G 0-5520 Chords Tens.Comp. G - H 0 -5543 H - I 0 -5540 I - J 0 -5525 J - K 0 -3572 K - L 0 -3572 L - M 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. V - U 2021 0 U - T 4791 0 T - S 5775 0 S - R 5540 0 Chords Tens.Comp. R - Q 4740 0 Q - P 4740 0 P - O 1925 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. W - V 0 -10 A - V 0 -102 V - B 0-2392 B - U 1903 0C - U 0 -238 U - E 0-1352 E - T 856 0 F - T 0 -231 Webs Tens.Comp. S - H 176 -93 I - R 0 -376 R - J 1084 0 J - P 0 -1373K - P 0 -250 P - L 1934 0 L - O 0 -2315 M - O 0 -97 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org BC2 w1 w2 w2 w2 w2 w2 w2 w2 w1 TK UP-1'8"12 A B C D E F G H I J K L M N OPQRSTUV W 1.5X4(R) 4X8 4X8 4X10 W=3X10 3X6 3X6 3X4 3X4 3X6 W=SS0312 3X6 4X10 4X8 4X8 1.5X4(R) 3"10 25'11" 3" 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'3"12 3" 15'3" 15'3" 15'9"8 6"8 25'11" 10'1"8 1'8" Lumber Top chord 4x2 DF-L 2400f-2.0EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.34" DL: 0.22". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.344G 756 480 VERT(TL): 0.538G 484 240 HORZ(LL): 0.065N - - HORZ(TL): 0.101N - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.561 Max BC CSI: 0.805 Max Web CSI: 0.604 Mfg Specified Camber: Job Number: T95269F Truss Label:FC Ply: 1 Qty:1 Wgt: 119.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1209 /-/-/-/-/- V 1207 /-/-/-/-/- T Brg Width = 5.5 Min Req =1.5 V Brg Width = 3.0 Min Req =3.0 Bearing V is a rigid surface. Bearing T Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-2990 C - D 0-2990 D - E 0-2990 E - F 0-4211 F - G 0-4211 Chords Tens.Comp. G - H 0 -3538 H - I 0 -3528 I - J 0 -3504 J - K 0 -854 K - L 0 -854 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. T - S 1698 0 S - R 3808 0 R - Q 4137 0 Q - P 4137 0 Chords Tens.Comp. P - O 3528 0 O - N 2340 0 N - M 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - T 0 -10 A - T 0 -103 T - B 0-2010 B - S 1518 0 C - S 0 -242 S - E 0 -961 E - R 473 0 Webs Tens.Comp. G - P 9 -870 P - H 323 0 I - O 0 -572 O - J 1378 0 J - N 0 -1746 K - N 0 -378 N - L 1570 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 w2 w2 w2 w2 w2 w2 TK UP-1'8"12 -11"8 A B C D E F G H I J K L MNOPQRST U V 1.5X4(R) 4X8 4X8 4X8 W=3X10 3X4 3X6 3X4 W=SS03123X4 2X3 4X6 4X6 5X8 5X6 3"10 22'1"4 3" 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6" 1' 3" 21'9"12 21'9"12 3"8 15'3" 15'3" 15'9"8 6"8 22'1"4 6'3"12 1'8"9"4 10"12 Lumber Top chord 4x2 DF-L 2400f-2.0EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.34" DL: 0.22". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.344G 756 480 VERT(TL): 0.538G 484 240 HORZ(LL): 0.065N - - HORZ(TL): 0.101N - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.561 Max BC CSI: 0.805 Max Web CSI: 0.604 Mfg Specified Camber: Job Number: T95269F Truss Label:FC Ply: 1 Qty:1 Wgt: 119.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1209 /-/-/-/-/- V 1207 /-/-/-/-/- T Brg Width = 5.5 Min Req =1.5 V Brg Width = 3.0 Min Req =3.0 Bearing V is a rigid surface. Bearing T Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-2990 C - D 0-2990 D - E 0-2990 E - F 0-4211 F - G 0-4211 Chords Tens.Comp. G - H 0 -3538 H - I 0 -3528 I - J 0 -3504 J - K 0 -854 K - L 0 -854 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. T - S 1698 0 S - R 3808 0 R - Q 4137 0 Q - P 4137 0 Chords Tens.Comp. P - O 3528 0 O - N 2340 0 N - M 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - T 0 -10 A - T 0 -103 T - B 0-2010 B - S 1518 0 C - S 0 -242 S - E 0 -961 E - R 473 0 Webs Tens.Comp. G - P 9 -870 P - H 323 0 I - O 0 -572 O - J 1378 0 J - N 0 -1746 K - N 0 -378 N - L 1570 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 w2 w2 w2 w2 w2 w2 TK UP-1'8"12 -11"8 A B C D E F G H I J K L MNOPQRST U V 1.5X4(R) 4X8 4X8 4X8 W=3X10 3X4 3X6 3X4 W=SS03123X4 2X3 4X6 4X6 5X8 5X6 3"10 22'1"4 3" 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6" 1' 3" 21'9"12 21'9"12 3"8 15'3" 15'3" 15'9"8 6"8 22'1"4 6'3"12 1'8"9"4 10"12 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Special Loads ------(Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 100 plf at 0.00 to 100 plf at 19.00 BC: From 10 plf at 0.00 to 10 plf at 18.71 TC: 1267 lb Conc. Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098E 999 480 VERT(TL): 0.212E 953 240 HORZ(LL): 0.019K - - HORZ(TL): 0.041K - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.691 Max BC CSI: 0.426 Max Web CSI: 0.578 Mfg Specified Camber: Job Number: T95269F Truss Label:FD Ply: 1 Qty:3 Wgt: 108.5 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 2577 /-/-/-/-/- R 878 /-/-/-/-/- N Brg Width = 5.5 Min Req =1.5 R Brg Width = 3.0 Min Req =3.0 Bearing R is a rigid surface. Bearing N Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1738 0 B - C 1738 0 C - D 647-1694 D - E 647-1694 Chords Tens.Comp. E - F 34 -2205 F - G 34 -2205 G - H 0 -937 H - I 0 -937 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. O - N 0 0 N - M 758-1160 M - L 2154 -300 Chords Tens.Comp. L - K 1770 0 K - J 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - Q 0 -1 A - O 4 -5 A - N 0-2194 B - N 0 -276 N - C 0-1791 C - M 1296 0D - M 0 -250 M - E 0 -732 Webs Tens.Comp. E - L 313 0 F - L 0 -249 L - G 511 -120 G - K 23 -978 H - K 0 -302 K - I 1269 0R - I 0 -273 I - R 0 -610 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 w2 w2 w2 w2 w2 w2 -1'8"12 -11"8 A B C D E F G H I JKLMNO P Q R1.5X4(R) 1.5X4(R) 4X8 1.5X4 2X3 5X12 4X8 1.5X4 4X8 3X4 1.5X4 3X6 3X4 1.5X4 4X8 4X6 1X3 3"10 7"6 2'17'1"8 1'9"2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"1'8"4 3" 19'1"8 18'8"8 18'8"8 3"8 2'1"8 2'1"8 19'1"8 17'1'8"9"4 10"12 1"8 1267# 18'9" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Special Loads ------(Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 100 plf at 0.00 to 100 plf at 19.00 BC: From 10 plf at 0.00 to 10 plf at 18.71 TC: 1267 lb Conc. Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098E 999 480 VERT(TL): 0.212E 953 240 HORZ(LL): 0.019K - - HORZ(TL): 0.041K - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.691 Max BC CSI: 0.426 Max Web CSI: 0.578 Mfg Specified Camber: Job Number: T95269F Truss Label:FD Ply: 1 Qty:3 Wgt: 108.5 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 2577 /-/-/-/-/- R 878 /-/-/-/-/- N Brg Width = 5.5 Min Req =1.5 R Brg Width = 3.0 Min Req =3.0 Bearing R is a rigid surface. Bearing N Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1738 0 B - C 1738 0 C - D 647-1694 D - E 647-1694 Chords Tens.Comp. E - F 34 -2205 F - G 34 -2205 G - H 0 -937 H - I 0 -937 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. O - N 0 0 N - M 758-1160 M - L 2154 -300 Chords Tens.Comp. L - K 1770 0 K - J 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - Q 0 -1 A - O 4 -5 A - N 0-2194 B - N 0 -276 N - C 0-1791 C - M 1296 0D - M 0 -250 M - E 0 -732 Webs Tens.Comp. E - L 313 0 F - L 0 -249 L - G 511 -120 G - K 23 -978 H - K 0 -302 K - I 1269 0R - I 0 -273 I - R 0 -610 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 w2 w2 w2 w2 w2 w2 -1'8"12 -11"8 A B C D E F G H I JKLMNO P Q R1.5X4(R) 1.5X4(R) 4X8 1.5X4 2X3 5X12 4X8 1.5X4 4X8 3X4 1.5X4 3X6 3X4 1.5X4 4X8 4X6 1X3 3"10 7"6 2'17'1"8 1'9"2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"1'8"4 3" 19'1"8 18'8"8 18'8"8 3"8 2'1"8 2'1"8 19'1"8 17'1'8"9"4 10"12 1"8 1267# 18'9" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Special Loads ------(Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 100 plf at 0.00 to 100 plf at 17.33 BC: From 10 plf at 0.00 to 10 plf at 17.04 TC: 1267 lb Conc. Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.066E 999 480 VERT(TL): 0.147E 999 240 HORZ(LL): 0.013K - - HORZ(TL):-0.034A - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.687 Max BC CSI: 0.359 Max Web CSI: 0.578 Mfg Specified Camber: Job Number: T95269F Truss Label:FE Ply: 1 Qty:2 Wgt: 101.5 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 2503 /-/-/-/-/- R 780 /-/-/-/-/- N Brg Width = 5.5 Min Req =1.5 R Brg Width = 3.0 Min Req =3.0 Bearing R is a rigid surface. Bearing N Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1738 0 B - C 1738 0 C - D 670-1417 D - E 670-1417 Chords Tens.Comp. E - F 81 -1653 F - G 81 -1653 G - H 0 -411 H - I 0 -411 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. O - N 0 0 N - M 617-1171 M - L 1738 -335 Chords Tens.Comp. L - K 1077 0 K - J 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - Q 0 -1 A - O 4 -5 A - N 0-2194 B - N 0 -275 N - C 0-1649 C - M 1156 0D - M 0 -250 M - E 0 -591 Webs Tens.Comp. E - L 299 -101 F - L 0 -253 L - G 677 -106 G - K 16 -883 H - K 0 -239 K - I 939 0R - I 0 -243 I - R 0 -542 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 w2 w2 w2 w2 w2 w2 -1'8"12 -11"8 A B C D E F G H I JKLMNO P Q R1X3(R) 1X3(R) 4X8 1.5X4 2X3 5X12 4X6 1.5X4 3X10 3X4 1.5X4 3X6 3X4 1.5X4 4X6 5X6 3"10 7"6 2'15'5"8 1'9"2'5"4(TYP)2'6"2'6"2'6"2'6"1'9"4 9" 3" 17'5"8 17'0"8 17'0"8 3"8 2'1"8 2'1"8 17'5"8 15'4"1'8"9"4 10"12 1"8 1267# 17'1" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Special Loads ------(Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 100 plf at 0.00 to 100 plf at 17.33 BC: From 10 plf at 0.00 to 10 plf at 17.04 TC: 1267 lb Conc. Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.066E 999 480 VERT(TL): 0.147E 999 240 HORZ(LL): 0.013K - - HORZ(TL):-0.034A - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.687 Max BC CSI: 0.359 Max Web CSI: 0.578 Mfg Specified Camber: Job Number: T95269F Truss Label:FE Ply: 1 Qty:2 Wgt: 101.5 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 2503 /-/-/-/-/- R 780 /-/-/-/-/- N Brg Width = 5.5 Min Req =1.5 R Brg Width = 3.0 Min Req =3.0 Bearing R is a rigid surface. Bearing N Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1738 0 B - C 1738 0 C - D 670-1417 D - E 670-1417 Chords Tens.Comp. E - F 81 -1653 F - G 81 -1653 G - H 0 -411 H - I 0 -411 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. O - N 0 0 N - M 617-1171 M - L 1738 -335 Chords Tens.Comp. L - K 1077 0 K - J 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - Q 0 -1 A - O 4 -5 A - N 0-2194 B - N 0 -275 N - C 0-1649 C - M 1156 0D - M 0 -250 M - E 0 -591 Webs Tens.Comp. E - L 299 -101 F - L 0 -253 L - G 677 -106 G - K 16 -883 H - K 0 -239 K - I 939 0R - I 0 -243 I - R 0 -542 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 w2 w2 w2 w2 w2 w2 -1'8"12 -11"8 A B C D E F G H I JKLMNO P Q R1X3(R) 1X3(R) 4X8 1.5X4 2X3 5X12 4X6 1.5X4 3X10 3X4 1.5X4 3X6 3X4 1.5X4 4X6 5X6 3"10 7"6 2'15'5"8 1'9"2'5"4(TYP)2'6"2'6"2'6"2'6"1'9"4 9" 3" 17'5"8 17'0"8 17'0"8 3"8 2'1"8 2'1"8 17'5"8 15'4"1'8"9"4 10"12 1"8 1267# 17'1" Lumber Top chord 4x2 DF-L 2400f-2.0EBot chord 4x2 DF-L 2400f-2.0E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud::w5 4x2 DF-L 2400f-2.0E: Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. This truss spaced @ 24.0" oc supports additionalconcentrated load at right end from 8.00' stud wall(10.00 PSF) supporting 27-0-0 roof spans with 2-6-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.445G 689 480 VERT(TL): 0.862G 355 240 HORZ(LL): 0.070B - - HORZ(TL): 0.135B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.641 Max BC CSI: 0.676 Max Web CSI: 0.882 Mfg Specified Camber: Job Number: T95269F Truss Label:FF Ply: 1 Qty:5 Wgt: 149.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1388 /-/-/-/-/- Q 3525 /-/-/-/-/- X Brg Width = 5.5 Min Req =1.5 Q Brg Width = 5.5 Min Req =1.8 Bearings X & Q Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-3561 C - D 0-3561 D - E 0-5358 E - F 0-5358 F - G 0-5358 G - H 0-5296 Chords Tens.Comp. H - I 0 -5292 I - J 0 -5276 J - K 30 -3230 K - L 30 -3230 L - M 1247 -29 M - N 1247 -29 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. X - W 1981 0 W - V 4668 0 V - U 5571 0 U - T 5292 0 Chords Tens.Comp. T - S 4439 0 S - R 4439 0 R - Q 1546 -616 Q - P 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Y - X 0 -10 A - X 0 -103 X - B 0-2344 B - W 1856 0 C - W 0 -239 W - D 0-1301 D - V 810 0 Webs Tens.Comp. I - T 0 -455 T - J 1250 0 J - R 0 -1508 K - R 0 -261 R - L 2063 0 L - Q 0 -2462 M - Q 0 -254 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w3 w4 w5 TK UP-1'8"12 A B C D E F G H I J K L M N O PQRSTUVWX Y Z 1.5X4(R) 4X8 4X8 4X10 3X6W=3X10 3X6 3X4 3X4 4X6 W=SS0312 4X6 4X14 4X10 5X12 5X14(**)(++) 1.5X4(R) 1.5X4(R) 3"10 3"10 7"6 25'11"1' 3" 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'3"12 9" 26'11" 15'3" 15'3" 15'9"8 6"8 25'9"8 10' 26'11" 1'1"8 1'8"26'9"8 1933# 1"8 Lumber Top chord 4x2 DF-L 2400f-2.0EBot chord 4x2 DF-L 2400f-2.0E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud::w5 4x2 DF-L 2400f-2.0E: Plating Notes All plates are 1.5X4 except as noted. (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. This truss spaced @ 24.0" oc supports additionalconcentrated load at right end from 8.00' stud wall(10.00 PSF) supporting 27-0-0 roof spans with 2-6-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.445G 689 480 VERT(TL): 0.862G 355 240 HORZ(LL): 0.070B - - HORZ(TL): 0.135B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.641 Max BC CSI: 0.676 Max Web CSI: 0.882 Mfg Specified Camber: Job Number: T95269F Truss Label:FF Ply: 1 Qty:5 Wgt: 149.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1388 /-/-/-/-/- Q 3525 /-/-/-/-/- X Brg Width = 5.5 Min Req =1.5 Q Brg Width = 5.5 Min Req =1.8 Bearings X & Q Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-3561 C - D 0-3561 D - E 0-5358 E - F 0-5358 F - G 0-5358 G - H 0-5296 Chords Tens.Comp. H - I 0 -5292 I - J 0 -5276 J - K 30 -3230 K - L 30 -3230 L - M 1247 -29 M - N 1247 -29 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. X - W 1981 0 W - V 4668 0 V - U 5571 0 U - T 5292 0 Chords Tens.Comp. T - S 4439 0 S - R 4439 0 R - Q 1546 -616 Q - P 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Y - X 0 -10 A - X 0 -103 X - B 0-2344 B - W 1856 0 C - W 0 -239 W - D 0-1301 D - V 810 0 Webs Tens.Comp. I - T 0 -455 T - J 1250 0 J - R 0 -1508 K - R 0 -261 R - L 2063 0 L - Q 0 -2462 M - Q 0 -254 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w3 w4 w5 TK UP-1'8"12 A B C D E F G H I J K L M N O PQRSTUVWX Y Z 1.5X4(R) 4X8 4X8 4X10 3X6W=3X10 3X6 3X4 3X4 4X6 W=SS0312 4X6 4X14 4X10 5X12 5X14(**)(++) 1.5X4(R) 1.5X4(R) 3"10 3"10 7"6 25'11"1' 3" 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'3"12 9" 26'11" 15'3" 15'3" 15'9"8 6"8 25'9"8 10' 26'11" 1'1"8 1'8"26'9"8 1933# 1"8 Lumber Top chord 4x2 DF-L 2400f-2.0EBot chord 4x2 DF-L 2400f-2.0E Webs 4x2 SPF Stud :w3, w5 4x2 DF-L Stud::w6, w7 4x2 DF-L 2400f-2.0E: Special Loads ------(Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 100 plf at 0.12 to 100 plf at 26.79 BC: From 10 plf at 0.00 to 10 plf at 26.79 TC: 3520 lb Conc. Load at 26.79 Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.383G 800 480 VERT(TL): 0.826G 371 240 HORZ(LL): 0.062B - - HORZ(TL): 0.132B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.725 Max BC CSI: 0.705 Max Web CSI: 0.706 Mfg Specified Camber: Job Number: T95269F Truss Label:FG Ply: 1 Qty:2 Wgt: 170.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Y 1365 /-/-/-/-/- R 5174 /-/-/-/-/- Y Brg Width = 5.5 Min Req =1.5 R Brg Width = 5.5 Min Req =2.7 Bearings Y & R Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-3488 C - D 0-3488 D - E 0-5213 E - F 0-5213 F - G 0-5213 G - H 0-5073 Chords Tens.Comp. H - I 0 -5068 I - J 0 -5051 J - L 859 -2930 K - L 0 0 L - M 860 -2934 M - N 2367 -27 N - O 2367 -27 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. Y - X 1945 0 X - W 4560 0 W - V 5390 0 V - U 5068 0 Chords Tens.Comp. U - T 4176 -332 T - S 4176 -332 S - R 1259 -1608 R - Q 0 -8 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Z - Y 0 -10 A - Y 0 -103 Y - B 0-2302 B - X 1813 0 C - X 0 -239 X - D 0-1259 D - W 767 -12 Webs Tens.Comp. I - U 0 -508 U - J 1382 0 J - S 0 -1627 L - S 0 -223 S - M 2160 0 M - R 0 -2661 N - R 0 -274 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w5 w5 w6w6 w7 w7 TK UP-1'8"12 A B C D E F G H I J KL M N O P QRSTUVWXY Z AA 1.5X4(R) 4X8 4X8 4X10 3X6W=3X10 3X6 3X4 3X4 2X3 4X6 W=SS0312 4X8 4X6 4X10 5X8 3X6 7X16 8X8(R) 1.5X4(R) 1.5X4(R) 3"10 3"10 7"6 25'11"1' 3" 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'3"12 26'11" 15'3" 15'3" 15'9"8 6"8 20'11" 5'1"8 21'2"3 3"3 25'9"8 4'7"5 25'11" 1"826'0"12 1"12 26'11" 10"4 1'8"26'9"8 3520# 1"8 Lumber Top chord 4x2 DF-L 2400f-2.0EBot chord 4x2 DF-L 2400f-2.0E Webs 4x2 SPF Stud :w3, w5 4x2 DF-L Stud::w6, w7 4x2 DF-L 2400f-2.0E: Special Loads ------(Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 100 plf at 0.12 to 100 plf at 26.79 BC: From 10 plf at 0.00 to 10 plf at 26.79 TC: 3520 lb Conc. Load at 26.79 Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.383G 800 480 VERT(TL): 0.826G 371 240 HORZ(LL): 0.062B - - HORZ(TL): 0.132B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.725 Max BC CSI: 0.705 Max Web CSI: 0.706 Mfg Specified Camber: Job Number: T95269F Truss Label:FG Ply: 1 Qty:2 Wgt: 170.1 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Y 1365 /-/-/-/-/- R 5174 /-/-/-/-/- Y Brg Width = 5.5 Min Req =1.5 R Brg Width = 5.5 Min Req =2.7 Bearings Y & R Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-3488 C - D 0-3488 D - E 0-5213 E - F 0-5213 F - G 0-5213 G - H 0-5073 Chords Tens.Comp. H - I 0 -5068 I - J 0 -5051 J - L 859 -2930 K - L 0 0 L - M 860 -2934 M - N 2367 -27 N - O 2367 -27 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. Y - X 1945 0 X - W 4560 0 W - V 5390 0 V - U 5068 0 Chords Tens.Comp. U - T 4176 -332 T - S 4176 -332 S - R 1259 -1608 R - Q 0 -8 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Z - Y 0 -10 A - Y 0 -103 Y - B 0-2302 B - X 1813 0 C - X 0 -239 X - D 0-1259 D - W 767 -12 Webs Tens.Comp. I - U 0 -508 U - J 1382 0 J - S 0 -1627 L - S 0 -223 S - M 2160 0 M - R 0 -2661 N - R 0 -274 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w5 w5 w6w6 w7 w7 TK UP-1'8"12 A B C D E F G H I J KL M N O P QRSTUVWXY Z AA 1.5X4(R) 4X8 4X8 4X10 3X6W=3X10 3X6 3X4 3X4 2X3 4X6 W=SS0312 4X8 4X6 4X10 5X8 3X6 7X16 8X8(R) 1.5X4(R) 1.5X4(R) 3"10 3"10 7"6 25'11"1' 3" 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'3"12 26'11" 15'3" 15'3" 15'9"8 6"8 20'11" 5'1"8 21'2"3 3"3 25'9"8 4'7"5 25'11" 1"826'0"12 1"12 26'11" 10"4 1'8"26'9"8 3520# 1"8 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. This truss spaced @ 24.0" oc supports additionalconcentrated load at right end from 8.00' stud wall(10.00 PSF) supporting 27-0-0 roof spans with 1-6-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Negative reaction(s) of -300# MAX. from a non-wind load case requires uplift connection. See MaximumReactions. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.020V 609 480 VERT(TL): 0.038V 314 240 HORZ(LL): 0.014V - - HORZ(TL): 0.028V - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.394 Max BC CSI: 0.144 Max Web CSI: 0.547 Mfg Specified Camber: Job Number: T95269F Truss Label:FH Ply: 1 Qty:1 Wgt: 143.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AS*90 /-12 /-/-/-/- Y 3063 /-/-/-/-/- Z /-1006 ASBrg Width = 305 Min Req =- Y Brg Width = 5.5 Min Req =1.6 Bearings AS & Y Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 1 0 C - D 1 0 D - E 1 0 E - F 1 0 F - G 1 0 G - H 1 0 H - I 1 0 I - J 1 0 J - K 1 0 K - L 1 0 Chords Tens.Comp. L - M 1 0 M - N 1 0 N - O 1 0 O - P 1 0 P - Q 1 0 Q - R 1 0 R - S 1 0 S - T 1 0 T - U 1168 0 U - V 1168 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AS-AR 0 -1 AR-AQ 0 -1 AQ-AP 0 -1 AP-AO 0 -1 AO-AN 0 -1 AN-AM 0 -1 AM-AL 0 -1 AL-AK 0 -1 AK-AJ 0 -1 AJ-AI 0 -1 Chords Tens.Comp. AH-AG 0 -1 AG-AF 0 -1 AF-AE 0 -1 AE-AD 0 -1 AD-AC 0 -1 AC-AB 0 -1 AB-AA 0 -1 AA- Z 0 -1 Z - Y 0 -41 Y - X 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 -1'8"12 A B C D E F G H I J K L M N OP Q R S T U V W XYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARAS AT AU 1.5X4(R) 2X3 W=3X10 W=3X10 5X6 5X6(R)2X3 5X8 5X8 1.5X4(R) 1.5X4(R) 3"10 3"10 7"6 25'11"1' 1'2"8 1'4" (TYP) 3"23'8"4 1'7"4 9" 26'11" 1'3"4 1'3"4 25'9"8 24'6"4 26'11" 1'1"8 1'8"26'9"8 1815# 1"8 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. This truss spaced @ 24.0" oc supports additionalconcentrated load at right end from 8.00' stud wall(10.00 PSF) supporting 27-0-0 roof spans with 1-6-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Negative reaction(s) of -300# MAX. from a non-wind load case requires uplift connection. See MaximumReactions. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.020V 609 480 VERT(TL): 0.038V 314 240 HORZ(LL): 0.014V - - HORZ(TL): 0.028V - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.394 Max BC CSI: 0.144 Max Web CSI: 0.547 Mfg Specified Camber: Job Number: T95269F Truss Label:FH Ply: 1 Qty:1 Wgt: 143.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AS*90 /-12 /-/-/-/- Y 3063 /-/-/-/-/- Z /-1006 ASBrg Width = 305 Min Req =- Y Brg Width = 5.5 Min Req =1.6 Bearings AS & Y Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 1 0 C - D 1 0 D - E 1 0 E - F 1 0 F - G 1 0 G - H 1 0 H - I 1 0 I - J 1 0 J - K 1 0 K - L 1 0 Chords Tens.Comp. L - M 1 0 M - N 1 0 N - O 1 0 O - P 1 0 P - Q 1 0 Q - R 1 0 R - S 1 0 S - T 1 0 T - U 1168 0 U - V 1168 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AS-AR 0 -1 AR-AQ 0 -1 AQ-AP 0 -1 AP-AO 0 -1 AO-AN 0 -1 AN-AM 0 -1 AM-AL 0 -1 AL-AK 0 -1 AK-AJ 0 -1 AJ-AI 0 -1 Chords Tens.Comp. AH-AG 0 -1 AG-AF 0 -1 AF-AE 0 -1 AE-AD 0 -1 AD-AC 0 -1 AC-AB 0 -1 AB-AA 0 -1 AA- Z 0 -1 Z - Y 0 -41 Y - X 0 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 -1'8"12 A B C D E F G H I J K L M N OP Q R S T U V W XYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARAS AT AU 1.5X4(R) 2X3 W=3X10 W=3X10 5X6 5X6(R)2X3 5X8 5X8 1.5X4(R) 1.5X4(R) 3"10 3"10 7"6 25'11"1' 1'2"8 1'4" (TYP) 3"23'8"4 1'7"4 9" 26'11" 1'3"4 1'3"4 25'9"8 24'6"4 26'11" 1'1"8 1'8"26'9"8 1815# 1"8 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002J 999 480 VERT(TL): 0.002J 999 240 HORZ(LL): 0.004J - - HORZ(TL): 0.007J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.073 Max BC CSI: 0.022 Max Web CSI: 0.035 Mfg Specified Camber: Job Number: T95269F Truss Label:FJ Ply: 1 Qty:1 Wgt: 59.5 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U*110 /-/-/-/-/- V*104 /-/-/-/-/- U Brg Width = 119 Min Req =- V Brg Width = 17.5 Min Req =- Bearings U & N Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 1 0 C - D 1 0 D - E 1 0 E - F 1 0 Chords Tens.Comp. F - G 1 0 G - H 1 0 H - I 1 0 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. U - T 0 -1 T - S 0 -1 S - R 0 -1 R - Q 0 -1 Q - P 0 -1 Chords Tens.Comp. P - O 0 -1 O - N 0 -1 N - M 0 -1 M - L 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - U 0 -53 J - L 2 -7 Webs Tens.Comp. L - K 0 -7 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. B - T 0 -150 C - S 0 -130 Gables Tens.Comp. F - P 0 -133 G - O 0 -134 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org -1'8"12 A B C D E F G H I J K L MNOPQRST U V 2X3 1X3(R)7"6 11'5"4 1'4" (TYP)1'8"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002J 999 480 VERT(TL): 0.002J 999 240 HORZ(LL): 0.004J - - HORZ(TL): 0.007J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.073 Max BC CSI: 0.022 Max Web CSI: 0.035 Mfg Specified Camber: Job Number: T95269F Truss Label:FJ Ply: 1 Qty:1 Wgt: 59.5 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U*110 /-/-/-/-/- V*104 /-/-/-/-/- U Brg Width = 119 Min Req =- V Brg Width = 17.5 Min Req =- Bearings U & N Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 1 0 C - D 1 0 D - E 1 0 E - F 1 0 Chords Tens.Comp. F - G 1 0 G - H 1 0 H - I 1 0 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. U - T 0 -1 T - S 0 -1 S - R 0 -1 R - Q 0 -1 Q - P 0 -1 Chords Tens.Comp. P - O 0 -1 O - N 0 -1 N - M 0 -1 M - L 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - U 0 -53 J - L 2 -7 Webs Tens.Comp. L - K 0 -7 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. B - T 0 -150 C - S 0 -130 Gables Tens.Comp. F - P 0 -133 G - O 0 -134 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org -1'8"12 A B C D E F G H I J K L MNOPQRST U V 2X3 1X3(R)7"6 11'5"4 1'4" (TYP)1'8" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000B 999 480 VERT(TL): 0.000B 999 240 HORZ(LL): 0.001B - - HORZ(TL): 0.002B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.064 Max BC CSI: 0.013 Max Web CSI: 0.039 Mfg Specified Camber: Job Number: T95269F Truss Label:FK Ply: 1 Qty:1 Wgt: 26.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*107 /-/-/-/-/- F Brg Width = 56.2 Min Req =- Bearing J Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 0 0 Chords Tens.Comp. C - D 0 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. J - I 0 0 I - H 0 0 Chords Tens.Comp. H - G 0 0 G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 0 -53 Webs Tens.Comp. E - F 0 -8 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. B - I 0 -149 C - H 0 -134 Gables Tens.Comp. D - G 0 -112**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org -1'8"12 A B C D E F GHI J 4'8"4 1'4" (TYP)1'8"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000B 999 480 VERT(TL): 0.000B 999 240 HORZ(LL): 0.001B - - HORZ(TL): 0.002B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.064 Max BC CSI: 0.013 Max Web CSI: 0.039 Mfg Specified Camber: Job Number: T95269F Truss Label:FK Ply: 1 Qty:1 Wgt: 26.3 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*107 /-/-/-/-/- F Brg Width = 56.2 Min Req =- Bearing J Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 0 0 Chords Tens.Comp. C - D 0 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. J - I 0 0 I - H 0 0 Chords Tens.Comp. H - G 0 0 G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 0 -53 Webs Tens.Comp. E - F 0 -8 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. B - I 0 -149 C - H 0 -134 Gables Tens.Comp. D - G 0 -112**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org -1'8"12 A B C D E F GHI J 4'8"4 1'4" (TYP)1'8" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000B 999 480 VERT(TL): 0.001B 999 240 HORZ(LL): 0.001B - - HORZ(TL): 0.002B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.075 Max BC CSI: 0.014 Max Web CSI: 0.031 Mfg Specified Camber: Job Number: T95269F Truss Label:FL Ply: 1 Qty:1 Wgt: 23.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*106 /-/-/-/-/- F 50 /-/-/-/-/- I Brg Width = 40.0 Min Req =- F Brg Width = 5.5 Min Req =1.5 Bearings I & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 0 0 Chords Tens.Comp. C - D 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. I - H 0 0 H - G 0 0 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 0 -53 D - F 0 -38 Webs Tens.Comp. F - E 0 -9 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. B - H 0 -153 Gables Tens.Comp. C - G 0 -118 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org -1'8"12 A B C D E FGH I 2X3 1X3(R)3"10 3'9"8 1'4" (TYP)1'8"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000B 999 480 VERT(TL): 0.001B 999 240 HORZ(LL): 0.001B - - HORZ(TL): 0.002B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.075 Max BC CSI: 0.014 Max Web CSI: 0.031 Mfg Specified Camber: Job Number: T95269F Truss Label:FL Ply: 1 Qty:1 Wgt: 23.4 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*106 /-/-/-/-/- F 50 /-/-/-/-/- I Brg Width = 40.0 Min Req =- F Brg Width = 5.5 Min Req =1.5 Bearings I & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 0 0 Chords Tens.Comp. C - D 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. I - H 0 0 H - G 0 0 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 0 -53 D - F 0 -38 Webs Tens.Comp. F - E 0 -9 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. B - H 0 -153 Gables Tens.Comp. C - G 0 -118 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org -1'8"12 A B C D E FGH I 2X3 1X3(R)3"10 3'9"8 1'4" (TYP)1'8" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.266E 883 480 VERT(TL): 0.416E 564 240 HORZ(LL): 0.050B - - HORZ(TL): 0.078B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.490 Max BC CSI: 0.686 Max Web CSI: 0.523 Mfg Specified Camber: Job Number: T95269F Truss Label:FM Ply: 1 Qty:9 Wgt: 112.0 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 1092 /-/-/-/-/- L 1092 /-/-/-/-/- R Brg Width = -Min Req =- L Brg Width = 5.5 Min Req =1.5 Bearing L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-2617 C - D 0-2617 D - E 0-3459 E - F 0-3459 Chords Tens.Comp. F - G 0 -2703 G - H 0 -2688 H - I 0 -2666 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. R - Q 1515 0 Q - P 3246 0 P - O 3180 0 Chords Tens.Comp. O - N 3180 0 N - M 2688 0 M - L 1517 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - R 0 -10 R - B 0-1793 A - R 0 -102 B - Q 1295 0 C - Q 0 -240 Q - D 0 -738D - P 251 0 E - P 0 -240 Webs Tens.Comp. P - F 427 -19 F - N 0 -789 N - G 406 0 H - M 0 -547 M - I 1359 0 I - L 0 -1796J - L 0 -109 L - K 0 -10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w4 w3 w3 TK UP2'7"14 A B C D E F G H I J K LMNOPQR S 1.5X4(R) 4X6 4X6 3X10 3X4 3X4 W=SS0312 3X4 3X4 2X3 2X3 3X6 4X6 4X6 1.5X4(R) 3"10 20'1" (J)Supporting Member: (2) 3" 2'5"4(TYP)2'6"2'6"2'6"2'6" 1'6"8 2'6"3" 14'3"8 14'3"8 14'10" 6"8 20'1" 5'3"1'8"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.266E 883 480 VERT(TL): 0.416E 564 240 HORZ(LL): 0.050B - - HORZ(TL): 0.078B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.490 Max BC CSI: 0.686 Max Web CSI: 0.523 Mfg Specified Camber: Job Number: T95269F Truss Label:FM Ply: 1 Qty:9 Wgt: 112.0 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 1092 /-/-/-/-/- L 1092 /-/-/-/-/- R Brg Width = -Min Req =- L Brg Width = 5.5 Min Req =1.5 Bearing L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-2617 C - D 0-2617 D - E 0-3459 E - F 0-3459 Chords Tens.Comp. F - G 0 -2703 G - H 0 -2688 H - I 0 -2666 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. R - Q 1515 0 Q - P 3246 0 P - O 3180 0 Chords Tens.Comp. O - N 3180 0 N - M 2688 0 M - L 1517 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - R 0 -10 R - B 0-1793 A - R 0 -102 B - Q 1295 0 C - Q 0 -240 Q - D 0 -738D - P 251 0 E - P 0 -240 Webs Tens.Comp. P - F 427 -19 F - N 0 -789 N - G 406 0 H - M 0 -547 M - I 1359 0 I - L 0 -1796J - L 0 -109 L - K 0 -10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w4 w3 w3 TK UP2'7"14 A B C D E F G H I J K LMNOPQR S 1.5X4(R) 4X6 4X6 3X10 3X4 3X4 W=SS0312 3X4 3X4 2X3 2X3 3X6 4X6 4X6 1.5X4(R) 3"10 20'1" (J)Supporting Member: (2) 3" 2'5"4(TYP)2'6"2'6"2'6"2'6" 1'6"8 2'6"3" 14'3"8 14'3"8 14'10" 6"8 20'1" 5'3"1'8" Lumber Top chord 4x2 DF-L 2400f-2.0EBot chord 4x2 DF-L 2400f-2.0E Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud: Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 180 plf at 0.12 to 180 plf at 19.96 BC: From 85 plf at 0.00 to 85 plf at 20.08 Plating Notes All plates are 3X6 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Deflection Max JT VERT DEFL: LL: 0.19" DL: 0.41". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.194E 999 480 VERT(TL): 0.573E 410 240 HORZ(LL): 0.031B - - HORZ(TL): 0.090B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.669 Max BC CSI: 0.852 Max Web CSI: 0.711 Mfg Specified Camber: Job Number: T95269F Truss Label:FN Ply: 1 Qty:1 Wgt: 186.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S*1809 /-/-/-/-/- L 2639 /-/-/-/-/- S Brg Width = 17.5 Min Req =- L Brg Width = 5.5 Min Req =1.5 Bearings S & L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -31 B - C 0-6958 C - D 0-6958 D - E 0-9099 E - F 0-9099 Chords Tens.Comp. F - G 0 -7146 G - H 0 -7112 H - I 0 -7063 I - J 0 -37 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. S - R 3860 0 R - Q 8437 0 Q - P 8437 0 P - O 8280 0 Chords Tens.Comp. O - N 8280 0 N - M 7112 0 M - L 3867 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - S 149 0 A - S 0 -369 S - B 0-4428 B - R 3560 0 C - R 0 -441 R - D 0-1700 D - P 761 0 E - P 0 -416 Webs Tens.Comp. P - F 1093 0 F - N 0 -1751 N - G 950 0 H - M 0 -1156 M - I 3696 0 I - L 0 -4431 J - L 0 -411 L - K 172 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 w2 w2 w2 w2 w2 w2 w1 TK UP2'7"14 A B C D E F G H I J K LMNOPQRS T 1.5X4(R) 6X8 6X12 6X12 5X6 W=SS0312 5X8 W=SS0312 5X6 5X6(R)6X8 6X12 6X8 1.5X4(R)3"10 20'1" 3"2'6"2'6"2'6"2'6" 1'6"8 3" 3" 3" 6"8 3"8 14'3"8 13'9" 14'10" 6"8 14'11"8 1"815'3" 3"8 20'1" 4'10"1'8"1"8 Lumber Top chord 4x2 DF-L 2400f-2.0EBot chord 4x2 DF-L 2400f-2.0E Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud: Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 180 plf at 0.12 to 180 plf at 19.96 BC: From 85 plf at 0.00 to 85 plf at 20.08 Plating Notes All plates are 3X6 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Deflection Max JT VERT DEFL: LL: 0.19" DL: 0.41". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Varies by Ld Case FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.194E 999 480 VERT(TL): 0.573E 410 240 HORZ(LL): 0.031B - - HORZ(TL): 0.090B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.669 Max BC CSI: 0.852 Max Web CSI: 0.711 Mfg Specified Camber: Job Number: T95269F Truss Label:FN Ply: 1 Qty:1 Wgt: 186.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S*1809 /-/-/-/-/- L 2639 /-/-/-/-/- S Brg Width = 17.5 Min Req =- L Brg Width = 5.5 Min Req =1.5 Bearings S & L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -31 B - C 0-6958 C - D 0-6958 D - E 0-9099 E - F 0-9099 Chords Tens.Comp. F - G 0 -7146 G - H 0 -7112 H - I 0 -7063 I - J 0 -37 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. S - R 3860 0 R - Q 8437 0 Q - P 8437 0 P - O 8280 0 Chords Tens.Comp. O - N 8280 0 N - M 7112 0 M - L 3867 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - S 149 0 A - S 0 -369 S - B 0-4428 B - R 3560 0 C - R 0 -441 R - D 0-1700 D - P 761 0 E - P 0 -416 Webs Tens.Comp. P - F 1093 0 F - N 0 -1751 N - G 950 0 H - M 0 -1156 M - I 3696 0 I - L 0 -4431 J - L 0 -411 L - K 172 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1 w2 w2 w2 w2 w2 w2 w1 TK UP2'7"14 A B C D E F G H I J K LMNOPQRS T 1.5X4(R) 6X8 6X12 6X12 5X6 W=SS0312 5X8 W=SS0312 5X6 5X6(R)6X8 6X12 6X8 1.5X4(R)3"10 20'1" 3"2'6"2'6"2'6"2'6" 1'6"8 3" 3" 3" 6"8 3"8 14'3"8 13'9" 14'10" 6"8 14'11"8 1"815'3" 3"8 20'1" 4'10"1'8"1"8 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4, w5, w6 4x2 DF-L Stud: Plating Notes All plates are 3X6 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Negative reaction(s) of -254# MAX. from a non-windload case requires uplift connection. See MaximumReactions. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.213E 999 480 VERT(TL): 0.348E 675 240 HORZ(LL): 0.041B - - HORZ(TL): 0.067B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.578 Max BC CSI: 0.579 Max Web CSI: 0.647 Mfg Specified Camber: Job Number: T95269F Truss Label:FP Ply: 1 Qty:2 Wgt: 151.6 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 952 /-/-/-/-/- R 2025 /-/-/-/-/- P 304 /-254 /-/-/-/- X Brg Width = -Min Req =- R Brg Width = 5.5 Min Req =1.5 P Brg Width = 5.5 Min Req =1.5 Bearings R & P Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-2168 C - D 0-2168 D - E 0-2558 E - F 0-2558 F - G 0-2558 G - H 0-1404 Chords Tens.Comp. H - I 0 -1384 I - J 0 -1357 J - K 1826 0 K - L 1826 0 L - M 1035 -99 M - N 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. X - W 1293 0 W - V 2571 0 V - U 2048 0 U - T 1384 0 Chords Tens.Comp. T - S 122 -280 S - R 122 -280 R - Q 87 -1068 Q - P 270 -469 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Y - X 0 -10 X - B 0-1531 A - X 0 -102 B - W 1028 0 C - W 0 -240 Webs Tens.Comp. I - T 0 -681 T - J 1681 0 J - R 0 -2022 K - R 0 -283 R - L 0 -1239 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w4 w3 w5 w6 w3 w3 TK UP2'7"14 A B C D E F G H I J K L M N O PQRSTUVWX Y 1.5X4(R)1.5X4 1.5X4 3X8 3X4 1.5X4W=3X10 4X6 2X32X3 4X6 4X8 W=3X10 2X3 4X10 4X6 4X6 3X4 1.5X41.5X4(R) 3"10 19'10"4 7'8"12 (J)Supporting Member: (2) 3" 2'5"4(TYP) 2'6"2'6"2'6"2'6" 1'6"8 2'6"2'4"2'4"4 3" 27'7" 14'3"8 14'3"8 14'10" 6"8 19'10"4 5'0"4 27'7" 7'8"12 1'8"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4, w5, w6 4x2 DF-L Stud: Plating Notes All plates are 3X6 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Negative reaction(s) of -254# MAX. from a non-windload case requires uplift connection. See MaximumReactions. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.213E 999 480 VERT(TL): 0.348E 675 240 HORZ(LL): 0.041B - - HORZ(TL): 0.067B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.578 Max BC CSI: 0.579 Max Web CSI: 0.647 Mfg Specified Camber: Job Number: T95269F Truss Label:FP Ply: 1 Qty:2 Wgt: 151.6 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 952 /-/-/-/-/- R 2025 /-/-/-/-/- P 304 /-254 /-/-/-/- X Brg Width = -Min Req =- R Brg Width = 5.5 Min Req =1.5 P Brg Width = 5.5 Min Req =1.5 Bearings R & P Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-2168 C - D 0-2168 D - E 0-2558 E - F 0-2558 F - G 0-2558 G - H 0-1404 Chords Tens.Comp. H - I 0 -1384 I - J 0 -1357 J - K 1826 0 K - L 1826 0 L - M 1035 -99 M - N 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. X - W 1293 0 W - V 2571 0 V - U 2048 0 U - T 1384 0 Chords Tens.Comp. T - S 122 -280 S - R 122 -280 R - Q 87 -1068 Q - P 270 -469 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Y - X 0 -10 X - B 0-1531 A - X 0 -102 B - W 1028 0 C - W 0 -240 Webs Tens.Comp. I - T 0 -681 T - J 1681 0 J - R 0 -2022 K - R 0 -283 R - L 0 -1239 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w4 w3 w5 w6 w3 w3 TK UP2'7"14 A B C D E F G H I J K L M N O PQRSTUVWX Y 1.5X4(R)1.5X4 1.5X4 3X8 3X4 1.5X4W=3X10 4X6 2X32X3 4X6 4X8 W=3X10 2X3 4X10 4X6 4X6 3X4 1.5X41.5X4(R) 3"10 19'10"4 7'8"12 (J)Supporting Member: (2) 3" 2'5"4(TYP) 2'6"2'6"2'6"2'6" 1'6"8 2'6"2'4"2'4"4 3" 27'7" 14'3"8 14'3"8 14'10" 6"8 19'10"4 5'0"4 27'7" 7'8"12 1'8" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4, w5 4x2 DF-L Stud: Plating Notes All plates are 4X6 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.257E 905 480 VERT(TL): 0.402E 578 240 HORZ(LL): 0.048B - - HORZ(TL): 0.076B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.492 Max BC CSI: 0.675 Max Web CSI: 0.535 Mfg Specified Camber: Job Number: T95269F Truss Label:FQ Ply: 1 Qty:1 Wgt: 109.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1081 /-/-/-/-/- L 1077 /-/-/-/-/- Q Brg Width = -Min Req =- L Brg Width = 2.6 Min Req =1.5 Bearing L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-2581 C - D 0-2581 D - E 0-3386 E - F 0-3386 Chords Tens.Comp. F - G 0 -2598 G - H 0 -2583 H - I 0 -2560 I - J 0 -2 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. Q - P 1497 0 P - O 3191 0 O - N 3088 0 Chords Tens.Comp. N - M 2583 0 M - L 1386 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - Q 0 -10 Q - B 0-1772 A - Q 0 -102 B - P 1273 0 C - P 0 -240 P - D 0 -717D - O 229 0 E - O 0 -239 Webs Tens.Comp. O - F 442 -6 F - N 0 -803 N - G 413 0 H - M 0 -561 M - I 1389 0 I - L 0 -1683J - L 0 -99 L - K 0 -10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w4 w3 w5 TK UP2'7"14 A B C D E F G H I J K LMNOPQ R 1.5X4(R) 1.5X4 1.5X4 3X10 3X4 1.5X4 3X4 3X4 3X4 2X3 2X3 1.5X4 1.5X4(R) 3"10 19'10"2 (J)Supporting Member: (2) 3"2'5"4(TYP)2'6"2'6"2'6"2'6"1'6"8 2'6"2'2"6 3" 14'3"8 14'3"8 14'10" 6"8 19'10"2 5'0"2 1'8"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4, w5 4x2 DF-L Stud: Plating Notes All plates are 4X6 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.257E 905 480 VERT(TL): 0.402E 578 240 HORZ(LL): 0.048B - - HORZ(TL): 0.076B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.492 Max BC CSI: 0.675 Max Web CSI: 0.535 Mfg Specified Camber: Job Number: T95269F Truss Label:FQ Ply: 1 Qty:1 Wgt: 109.2 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1081 /-/-/-/-/- L 1077 /-/-/-/-/- Q Brg Width = -Min Req =- L Brg Width = 2.6 Min Req =1.5 Bearing L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0-2581 C - D 0-2581 D - E 0-3386 E - F 0-3386 Chords Tens.Comp. F - G 0 -2598 G - H 0 -2583 H - I 0 -2560 I - J 0 -2 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. Q - P 1497 0 P - O 3191 0 O - N 3088 0 Chords Tens.Comp. N - M 2583 0 M - L 1386 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - Q 0 -10 Q - B 0-1772 A - Q 0 -102 B - P 1273 0 C - P 0 -240 P - D 0 -717D - O 229 0 E - O 0 -239 Webs Tens.Comp. O - F 442 -6 F - N 0 -803 N - G 413 0 H - M 0 -561 M - I 1389 0 I - L 0 -1683J - L 0 -99 L - K 0 -10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w4 w3 w5 TK UP2'7"14 A B C D E F G H I J K LMNOPQ R 1.5X4(R) 1.5X4 1.5X4 3X10 3X4 1.5X4 3X4 3X4 3X4 2X3 2X3 1.5X4 1.5X4(R) 3"10 19'10"2 (J)Supporting Member: (2) 3"2'5"4(TYP)2'6"2'6"2'6"2'6"1'6"8 2'6"2'2"6 3" 14'3"8 14'3"8 14'10" 6"8 19'10"2 5'0"2 1'8" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w2, w3 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012G 999 480 VERT(TL): 0.018G 999 240 HORZ(LL): 0.004F - - HORZ(TL): 0.006F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.242 Max BC CSI: 0.240 Max Web CSI: 0.151 Mfg Specified Camber: Job Number: T95269F Truss Label:FR Ply: 1 Qty:1 Wgt: 44.8 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 411 /-/-/-/-/- F 426 /-/-/-/-/- H Brg Width = 2.6 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings H & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 0 -492 Chords Tens.Comp. C - D 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. H - G 490 0 Chords Tens.Comp. G - F 462 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 0 -99 H - B 0 -577 B - G 98 0 G - C 98 0 Webs Tens.Comp. C - F 0 -548 D - F 0 -102 F - E 0 -10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 w3 w3 2'7"14 A B C D E FGH 1.5X4 3X4 3X4 3X4 3X4 1.5X4 3X4 1X3(R)3"10 7'8"10 2'4"2 2'5"4 (TYP) 3"1'8"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w2, w3 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012G 999 480 VERT(TL): 0.018G 999 240 HORZ(LL): 0.004F - - HORZ(TL): 0.006F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.242 Max BC CSI: 0.240 Max Web CSI: 0.151 Mfg Specified Camber: Job Number: T95269F Truss Label:FR Ply: 1 Qty:1 Wgt: 44.8 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 411 /-/-/-/-/- F 426 /-/-/-/-/- H Brg Width = 2.6 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings H & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 0 -492 Chords Tens.Comp. C - D 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. H - G 490 0 Chords Tens.Comp. G - F 462 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 0 -99 H - B 0 -577 B - G 98 0 G - C 98 0 Webs Tens.Comp. C - F 0 -548 D - F 0 -102 F - E 0 -10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 w3 w3 2'7"14 A B C D E FGH 1.5X4 3X4 3X4 3X4 3X4 1.5X4 3X4 1X3(R)3"10 7'8"10 2'4"2 2'5"4 (TYP) 3"1'8" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029C 999 480 VERT(TL): 0.045C 999 240 HORZ(LL): 0.007G - - HORZ(TL): 0.011G - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.256 Max BC CSI: 0.326 Max Web CSI: 0.220 Mfg Specified Camber: Job Number: T95269F Truss Label:FS Ply: 1 Qty:1 Wgt: 62.6 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 562 /-/-/-/-/- G 562 /-/-/-/-/- I Brg Width = 3.5 Min Req =1.5 G Brg Width = 5.5 Min Req =1.5 Bearings I & G Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0 -924 Chords Tens.Comp. C - D 0 -924 D - E 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. I - H 692 0 Chords Tens.Comp. H - G 680 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - I 0 -10 A - I 0 -104 I - B 0 -814 B - H 273 0 C - H 0 -233 Webs Tens.Comp. H - D 287 0 D - G 0 -806 E - G 0 -102 G - F 0 -10**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 w4 w4 2'7"14 A B C D E F GHI J1X3(R) 1.5X4 3X6 3X4 1.5X4 3X4 3X4 1.5X4 3X6 1X3(R)3"10 10'5"4 3"2'6"2'6"2'6"2'5"4 (TYP) 3"1'8"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029C 999 480 VERT(TL): 0.045C 999 240 HORZ(LL): 0.007G - - HORZ(TL): 0.011G - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.256 Max BC CSI: 0.326 Max Web CSI: 0.220 Mfg Specified Camber: Job Number: T95269F Truss Label:FS Ply: 1 Qty:1 Wgt: 62.6 lbs Dsgnr:S. Joe Toufar08/26/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 562 /-/-/-/-/- G 562 /-/-/-/-/- I Brg Width = 3.5 Min Req =1.5 G Brg Width = 5.5 Min Req =1.5 Bearings I & G Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 1 0 B - C 0 -924 Chords Tens.Comp. C - D 0 -924 D - E 1 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. I - H 692 0 Chords Tens.Comp. H - G 680 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - I 0 -10 A - I 0 -104 I - B 0 -814 B - H 273 0 C - H 0 -233 Webs Tens.Comp. H - D 287 0 D - G 0 -806 E - G 0 -102 G - F 0 -10**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 w4 w4 2'7"14 A B C D E F GHI J1X3(R) 1.5X4 3X6 3X4 1.5X4 3X4 3X4 1.5X4 3X6 1X3(R)3"10 10'5"4 3"2'6"2'6"2'6"2'5"4 (TYP) 3"1'8" HHUS48 CODE LISTINGS: FASTENERS: ICC ESR-2549/ESR-2552/ESR-2523 Carrying Member - (22) 16d © 2018 Simpson Strong-Tie Co. Inc. REFER TO THE CURRENTSIMPSON STRONG-TIECATALOG FOR ADDITIONALINFORMATIONWWW.STRONGTIE.COM COLA RR25801/RR25807FL10531/FL10655 Carried Member - (8) 16d(16d = 0.162" dia. x 3 1/2" long.)3 5/8"3" 7 1/32" 2 5/8", TYP.2x6 Strongback bracing required every 10ft o.c.Strongbacks to be secured to vertical with (3) 16d nailsStrongback lumber should be as continuous as possible per BCSI-B7 and finaldecision on required length is per Building DesignerInstall strongbacks prior to sheathing; See job packet for additional details HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS481'10"42'2'2'2'2'2'2'2'2'1'2'1'2'2'2'2'2'2'2'2'9"121'10"42'2'2'2'2'2'2'1'2'1'2x6 PLUMBING WALL**CAUTION** APPROXIMATEPLUMBING LOCATION **CAUTION**APPROXIMATEPLUMBING LOCATION ROOF GIRDERDESIGNER CONTACT INFORMATION: JOE TOUFAR 715-895-9728 JOE_TOUFAR@TRUSSABC.COM MAIN FLOOR PLAN NOTES: 1. 20" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON ENDOF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ON LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON LEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH ISMADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOESNOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS.WARRANTY WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS PLACEMENT ONLY. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES.24" O.C. SPACING----->>"FG" TRUSSES DESIGNED TOCARRY WINDOW HEADER LOAD. EXTEND HEADER OUT TO GIRDERS (LOAD BEARING FLOOR CANTRIBBON NOTCHED FOR 2x8) 24" O.C. SPACING ----->>FAFCFFFFFGFGFH(8)FB (3)FD (2)FE (3)FF FJFKFL(9)FMFN FQ FR FS (2)FP15'8"7'1'26'2'51'8"2'21'8"6"25'6"2'11'6"2'8'2'17'6" 41'9' 13'4"7'6"19'2"10' 13'10"3'6"3'6"2'10"17'4"17'2"1'8"3'10"6'8" PAGE NO: 1 OF 1 JOB NO: T95269F Name: MORGAN II 17821Customer: Lyman Lumber/Chan Address: 17821 ESSEX LNSalesman: LLCDesigner: SJT 09/30/19XKP