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S3FRAMING DETAILTALL PERFORATED SHEARWALL3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.COPYRIGHT HANSON GROUP, LLC 2024©November 7, 2024Project Number:Date:4.498S33Sheets: of3Print Name:Signed: License Number:Ryan Mack11-7-2446673Date:Morrison Residence1650 Shadywood RoadOrono, MNI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.DescriptionDateRevisionWooddale Builders, Inc.6117 Blue Circle DriveHopkins, MN 553435851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comS3FRAMING DETAILGARAGE FRONT PORTAL FRAME19'-3"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(2) 2x6 BEARING STUDS & (1) 2x6 FULLHEIGHT KING STUD AT END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT(7" MIN. EMBED) w/2" x 2" x 316" PLATE WASHERSMALL HATCH AREA INDICATES716" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOEXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUNDPERIMETER w/ (2) ROWS 8dNAILS @ 3" O.C. STAGGERED &TO PLATES / BLOCKING @ 3" O.C.)FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C. TYP.2'-1"±PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DLARGE HATCH AREA INDICATES716" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOEXTERIOR SIDE OF STUDS w/STANDARD 6"/12" NAILINGFASTEN FRAMINGABOVE AS SHOWN FORBRACED WALL PANELS11'-33 8"±(2) 2x6 BEARING STUDS &(3) 2x6 FULL HEIGHT KINGSTUDS AT END OF HEADERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SIMPSON MSTC40 STRAPON INSIDE FACE OF WALL(PROVIDE SPACER TOFLUSH OUT HEADER TOWALL STUD THICKNESS)SEE PLAN FORCONTINUOUS HEADERSIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)SIMPSON HTT5 HOLDOWN ANCHOR ATLOCATIONS SHOWN NAILED TO DOUBLESTUDS w/ 12"Ø x 12" LONG SIMPSON TITENHD SCREW-IN ANCHOR INTO CONCRETEPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSFASTEN FRAMINGABOVE AS SHOWN FORBRACED WALL PANELSFASTEN BOTTOM PLATE TOBLOCKING IN FLOOR w/ (4) 5" LONGSIMPSON SDWS TIMBER SCREWSPROVIDE TOP OF WALLLATERAL BRACE ABOVEVAULT PEAK & KINGSTUDS AS SHOWN IN 6/S3OR 7/S3 AS APPLICABLEPROVIDE FULL DEPTH 2x BLOCKINGAT INTERVALS NOT GREATER THAN10-FT APART ALONG HEIGHT OF WALLBLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWN ANCHORNAILED TO DOUBLE STUDS12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)(1) 2x10 BEARING STUD &(2) 2x10 FULL HEIGHT KINGSTUDS EACH END OF HEADERTYPICAL 2x10STUDS @ 16" O.C.HEADER PER PLAN w/CONTINUOUS 2x10PLATE ABOVE & BELOWFASTEN HEADER TO STUDS w/SIMPSON A35 FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)5" LONG SIMPSON SDWS TIMBERSCREWS ABOVE FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)5" LONG SIMPSON SDWS TIMBERSCREWS BELOW FRAMING ANGLE7" WIDE x 514" DEEP PSLTRANSOM SUPPORT HEADER(MAY RIP TO 5" DEPTH)- 1/8" MAX. DEFLECTIONTALL PERFORATED SHEARWALL2S3FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.ATTACH BEARING STUD TOBLOCKING IN THE FLOOR w/SIMPSON LSTA30 STRAPPROVIDE TOP OF WALLLATERAL BRACE ABOVEVAULT PEAK & KINGSTUDS AS SHOWN IN 6/S3OR 7/S3 AS APPLICABLE(1) 2x6 BEARING STUD &(3) 2x6 FULL HEIGHT KINGSTUDS EACH END OF HEADER(2) 2x6 INTERMEDIATEBEARING STUDS MIN.FASTEN FRAMINGABOVE AS SHOWN FORBRACED WALL PANELSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"CONTINUOUS HEADER PERPLAN w/ CONTINUOUS 2x6PLATE ABOVE & BELOWATTACH STUD AT END OFWALL TO FLOOR TRUSSBELOW w/ SIMPSONLSTA30 STRAPHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 6" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSS3STEEL DETAILSTEEL STRUCTURALSTAIR STRINGER4PROVIDE FULL PENETRATIONWELD AT ANGLED JOINTC7x14.75 OR MC6x18 STEEL CHANNELSTRUCTURAL STAIR STRINGERBOLT WOOD STRINGER TO SUPPORT STAIRTREADS FASTENED TO STRUCTURALSTRINGER w/ 12" Ø BOLTS @ 12" O.C. MAX.WELD/FASTEN BEAMHANGER DIRECTLYTO STEEL CHANNELPROVIDE (2) BEARINGSTUDS BELOW CHANNEL &BLOCK SIDES OF CHANNELSOLID IN WALL/LANDING TOPREVENT ROTATIONPROVIDE (2) BEARING STUDSBELOW CHANNEL & BLOCK SIDESOF CHANNEL SOLID IN WALL TOPREVENT ROTATIONPROVIDE FULL PENETRATIONWELD AT ANGLED JOINTWELD/FASTEN BEAMHANGER DIRECTLYTO STEEL CHANNELSIMPSON A35 FRAMING ANGLEONE SIDE OF BLOCKINGROOF TRUSSES BYSUPPLIER @ 24" O.C. MAX.NAIL SHEATHING TO BLOCKING/TRUSSESw/ (6) ADDITIONAL 0.131 Ø x 3" LONG NAILSPROVIDE 2x4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESINSTALL w/ TOE NAILS EACHEND FOR STABILITY3/4" PLYWOOD/OSB ONE SIDE OFBLOCKING w/ (6) 0.131 Ø x 3" LONG NAILSTOP & BOTTOM OR 1/2" PLYWOOD/OSBEACH SIDE OF BLOCKING EACH w/ (6)0.131 Ø x 3" LONG NAILS TOP & BOTTOMS3FRAMING DETAILLATERAL BRACING BLOCKINGAT GABLE ENDSUSE w/ TRUSS DEPTH UP TO 24"6S3FRAMING DETAILLATERAL BRACING KICKERSAT GABLE ENDSUSE w/ TRUSS DEPTHGREATER THAN 24"7(2) 2x6 BRACING FASTENED TOGETHER w/(2) ROWS OF NAILS @ 6" O.C. STAGGEREDFROM BOTH SIDES - ADD THIRD PLY ANDUSE LSL/LVL MATERIAL WHERE KICKERSEXCEED 16 FT(2) 2x4 BLOCKING IN (1) TRUSS SPACE -TOENAIL EACH END - ADD THIRD PLYWHERE KICKERS EXCEED 16 FTROOF SHEATHING(12) 0.131"NAILSSIMPSON MTS20 TWIST STRAPEACH SIDE OF BRACINGSIMPSON A35 CLIP EACHSIDE OF GABLE BRACING20° - 40°ROOF TRUSSES BYMANUFACTURER @ 24"O.C. MAX.(2) 2 x 6 TOP PLATES2x6 STRONGBACK WHEREKICKERS EXCEED12'-0"SECTION VIEWBUMP OUT ENDWALL ELEVATION2x6 LVL BLOCKINGBETWEEN END TRUSS& START OF BOX VAULTFLAT BOTTOMGIRDER TRUSS2x6 LVL BLOCKINGBETWEEN FIRST &SECOND TRUSS3/4" PLYWOOD/OSB ONE SIDE OFBLOCKING w/ (8) 0.131 Ø x 3" LONG NAILSTOP & BOTTOM OR 1/2" PLYWOOD/OSBEACH SIDE OF BLOCKING EACH w/ (8)0.131 Ø x 3" LONG NAILS TOP & BOTTOM(2) 2x6 KICKERBRACE PER 7/S3ATTACH KICKER BRACE TOBLOCKING w/ (4) 14"Ø x 5"SIMPSON SDS SCREWSBUMP OUT 2x12JOISTS & RIM BEYOND(3) 18" LVL RIPPED TO 1712"FULL HEIGHT BETWEEN WALLTOP & BOTTOM PLATESWITHIN BUMP OUT END WALLSIMPSON A34FRAMING ANGLEEACH SIDE OFBLOCKINGFASTEN OUTER 1712" LVLTO WALL TOP PLATESw/ (2) SIMPSON A34FRAMING ANGLESFASTEN OUTER 1712"LVL TO WALL BOTTOMPLATES w/ (2) SIMPSONA34 FRAMING ANGLES 12"Ø x 12" LONG SIMPSONTITEN HD SCREW-INANCHOR THROUGHPLATES INTO CONCRETENEAR FRAMING ANGLES(3) 1114" LVL BEAMACROSS BOTTOM OFBUMP OUT BEYOND(3) 1114" LVL BEAM ACROSSBOTTOM OF BUMP OUT(3) 18" LVL RIPPED TO 1712"FULL HEIGHT BETWEEN WALLTOP & BOTTOM PLATESWITHIN BUMP OUT END WALLSCONTINUOUS (3) PLYSPF HEADER RIPPED 414"w/ 2x6 CONTINUOUSPLATE AT TOP & BOTTOMCONTINUOUS (2) 2x10HEADER w/ CONTINUOUS2x6 BOTTOM PLATEFASTEN PLATES TO STUDS w/SIMPSON A35 FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS ABOVE FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS BELOW FRAMING ANGLEFASTEN PLATES TO STUDS w/SIMPSON A35 FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS ABOVE FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS BELOW FRAMING ANGLEFASTEN PLATE TO STUDS w/SIMPSON A35 FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS BELOW FRAMING ANGLE(2) 2x6 BEARING STUDS ATSIDES OF & BETWEENWINDOWS TYP.CONTINUOUS (3) PLYSPF HEADER RIPPED 414"w/ 2x6 CONTINUOUSPLATE AT TOP & BOTTOMATTACH BUMP OUT BEAMTO 1712" LVLs w/ SIMPSONHUCQ612-SDS INSTALLEDw/ 5" LONG SDS SCREWSINTO 1712" LVLsS3FRAMING DETAILWALL BUMP OUT5AT SHORTER SIM. STRINGER,PROVIDE 14" WELDED STEEL ENDPLATE BY SUPPLIER w/ (4) 14" x 4"SIMPSON SDS SCREWS THROUGHPLATE IN BUMP OUT LVLsAT SHORTER SIM. STRINGER,PROVIDE 14" WELDED STEEL ENDPLATE BY SUPPLIER w/ (4) 14" x 4"SIMPSON SDS SCREWS THROUGHPLATE IN BUMP OUT LVLsFour Season PorchBedroom 2