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Project Number: <br />Date:S33Sheets: of <br />DescriptionDateRevision <br />5851 Cedar Lake Road <br />Suite 202 <br />St. Louis Park, MN 55416 <br />Tel 612-708-3572 <br />www.hansongroupmn.com <br />Print Name: <br />Signed: <br />License Number: <br />Trevor Axner <br />45470Date: <br />I hereby certify that this plan, specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the State of Minnesota. <br />COPYRIGHT HANSON GROUP, LLC 2024© <br />Eskuche Design Group <br />18318 Minnetonka Blvd <br />Deephaven, MN 55391 <br />3 <br />March 22, 2024 <br />4.089 <br />Saga Hill Residence <br />4423 N Shore Dr <br />Orono, MN <br />LVL BEAM - SEE PLAN <br />PSL POST - SEE PLAN <br />PROVIDE DOUBLE STUDS AT <br />EACH END OF SHEARWALL <br />(MAY USE BRG OR KING STUDS) <br />HEADER, BEARING, & KING <br />STUDS - SEE FRAMING NOTES <br />AND PLAN <br />HATCHED AREA INDICATES 7 16" OR <br />THICKER PLYWOOD/OSB EXTERIOR <br />SHEATHING FASTENED TO STUDS w/ <br />8d NAILS @ 4" O.C. AT PANEL EDGES <br />& @ 12" O.C. AT INTERIOR SUPPORTS <br />TYPICAL 2x6 MIN. STUDS @ 16" O.C. <br />FASTEN TRUSSES ABOVE w/ (4) <br />0.131" x 3" TOENAILS AND A <br />SIMPSON H2.5 CLIP <br />PERFORATED SHEARWALL <br />4 <br />S3 <br />FRAMING DETAIL NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS DETAIL <br />UNLESS NOTED OR SHOWN OTHERWISE. <br />FOUNDATION WALL BELOW <br />FASTEN 2x6 VERTICAL BLOCKING <br />TO HEADER w/ (2) ROWS 16d <br />SINKER NAILS @ 3" O.C. <br />1'-2"± <br />S3 <br />FRAMING DETAIL <br />RIGID SHEAR PANEL <br />6 <br />NAIL SHEATHING TO HEADER w/ 8d <br />NAILS @ 3" O.C. EA. WAY TYP. <br />SMALL HATCH AREA INDICATES 7 16" OR <br />THICKER PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF STUDS <br />(NAIL SHEATHING AROUND PERIMETER w/ <br />(2) ROWS 8d NAILS @ 3" O.C. STAGGERED <br />& TO PLATES / BLOCKING @ 3" O.C.) <br />SIMPSON LSTA30 STRAP ON INSIDE FACE <br />OF WALL BOTH SIDES OF END PANELS <br />(PROVIDE SPACER TO FLUSH OUT <br />HEADER TO WALL STUD THICKNESS) <br />CONTINUOUS FLUSH LVL HEADER <br />- SEE PLAN <br />FASTEN TRUSSES ABOVE w/ (4) 0.131" x 3" <br />TOENAILS AND A SIMPSON H2.5 CLIP <br />NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS DETAIL <br />UNLESS NOTED OR SHOWN OTHERWISE. <br />LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER <br />OF HEADER HEIGHT AS REQ'D (2x SOLID <br />BLOCKING REQUIRED AT SHEATHING JOINT) <br />CONCRETE FOUNDATION BELOW <br />- ANCHOR BOLTS NOT SHOWN <br />FOR CLARITY - SEE 2/S1 <br />(4) 2x6 LVL PLATES (112" PLIES) OR <br />(3) 2x6 LVL PLATES (13 4" PLIES) <br /> - NO SPLICES <br />LENGTH OF CONTINUOUS HEADER <br />(3) 2x6 BEARING STUDS <br />LARGER HATCHED AREA <br />INDICATES 7 16" OR THICKER <br />PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF <br />STUDS w/ STANDARD 6"/12" <br />NAILING PATTERN <br />CANTED STEEL BEAM AND PSL <br />BRG - SEE PLAN THIS END <br />PROVIDE 14"Ø x 4" SIMPSON TITEN TURBO <br />CONCRETE SCREWS @ 16" O.C. THRU SILL <br />PLATE INTO FOUNDATION AT THIS WALL IN <br />ADDITION TO ANCHOR BOLTS (BOLTS NOT <br />SHOWN FOR CLARITY - SEE 6/S1) <br />SIMPSON HTT5 HOLDOWN ANCHOR AT <br />LOCATIONS SHOWN w/ 12"Ø x 12" LONG <br />SIMPSON TITEN HD SCREW-IN ANCHOR <br />INTO CONCRETE OR 12"Ø THREADED <br />ROD EPOXY GROUTED INTO <br />FOUNDATION (8" MIN. EMBED) <br />1'-2"± <br />FASTEN BOTTOM PLATE TO <br />TRUSSES / BLOCKING BELOW w/ <br />TWO GROUPS OF (3) SIMPSON <br />0.220"Ø x 6" SDWS TIMBER SCREWS <br />EACH END STAGGERED <br />FASTEN TOP PLATES TO FLUSH HEADER w/ (3) SIMPSON <br />0.220"Ø x 6" SDWS TIMBER SCREWS EACH END <br />STAGGERED - ADJUST AT FAR END AS SHOWN <br />SIMPSON HTT5 HOLDOWN ANCHOR AT <br />LOCATIONS SHOWN w/ 12"Ø x 15" LONG <br />SIMPSON TITEN HD SCREW-IN ANCHOR <br />INTO CONCRETE OR 12"Ø THREADED <br />ROD EPOXY GROUTED INTO <br />FOUNDATION (8" MIN. EMBED) <br />INSTALL HOLDOWN ON FAR <br />SIDE OF PSL THIS END <br />SIMPSON A35 CLIP BOTH SIDES OF BRG <br />STUDS IN ADDITION TO TYP. TOE / END NAILS <br />(3) 2x6 LVL PLATES OR <br />(1) 1114" LVL PLATE <br /> - NO SPLICES <br />(1) 2x6 MIN. LVL PLATE TOP AND <br />BOTTOM OF HEADER <br />- NO SPLICES <br />SIMPSON HH6 <br />SIMPSON A34 CLIP TOP AND BOTTOM OF <br />CONTINUOUS PLATES <br />SIMPSON A34 CLIP TOP AND BOTTOM OF <br />HEADER ASSEMBLY TO KING STUDS <br />FASTEN KING STUD TO HEADER <br />w/ (2) ROWS 16d SINKER NAILS @ <br />3" O.C. <br />1'-2"± <br />S3 <br />FRAMING DETAIL <br />TALL SHEAR WALL ELEMENT <br />1 <br />NAIL SHEATHING TO HEADER w/ 8d <br />NAILS @ 3" O.C. EA. WAY TYP. <br />SMALL HATCH AREA INDICATES 7 16" OR <br />THICKER PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF STUDS <br />(NAIL SHEATHING AROUND PERIMETER w/ <br />(2) ROWS 8d NAILS @ 3" O.C. STAGGERED <br />& TO PLATES / BLOCKING @ 3" O.C.) <br />SIMPSON MSTA49 STRAP ON INSIDE FACE <br />OF WALL (PROVIDE SPACER TO FLUSH <br />OUT HEADER TO WALL STUD THICKNESS) <br />CONTINUOUS FLUSH LVL HEADER <br />- SEE PLAN <br />NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS DETAIL <br />UNLESS NOTED OR SHOWN OTHERWISE. <br />LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER <br />OF HEADER HEIGHT AS REQ'D (2x SOLID <br />BLOCKING REQUIRED AT SHEATHING JOINT) <br />CONCRETE FOUNDATION BELOW <br />- ANCHOR BOLTS NOT SHOWN <br />FOR CLARITY - SEE 2/S1 <br />2x6 LVL PLATE TOP AND BOTTOM <br /> - NO SPLICES <br />LENGTH OF CONTINUOUS HEADER <br />(3) 2x6 BEARING STUDS <br />LARGER HATCHED AREA <br />INDICATES 7 16" OR THICKER <br />PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF <br />STUDS w/ STANDARD 6"/12" <br />NAILING PATTERN <br />CANTED STEEL BEAM AND PSL <br />BRG - SEE PLAN - SEE FRAMING <br />NOTES FOR TOP PLATE <br />1'-2"± <br />FASTEN BOTTOM PLATE TO <br />TRUSSES / BLOCKING BELOW w/ <br />TWO GROUPS OF (3) SIMPSON <br />0.220"Ø x 6" SDWS TIMBER SCREWS <br />EACH END STAGGERED <br />SIMPSON HTT5 HOLDOWN ANCHOR AT <br />LOCATIONS SHOWN w/ 12"Ø x 15" LONG <br />SIMPSON TITEN HD SCREW-IN ANCHOR <br />INTO CONCRETE OR 12"Ø THREADED <br />ROD EPOXY GROUTED INTO <br />FOUNDATION (8" MIN. EMBED) <br />INSTALL HOLDOWN ON FAR <br />SIDE OF PSL THIS END <br />HEADER & BEARING STUDS - <br />SEE FRAMING NOTES AND PLAN <br />- HEADER TO BE PARTIALLY <br />UPSET - STEEL OPTION TO BE <br />FLUSH - PROVIDE (1) KING <br />STUD SHOWN AND (1) END <br />BLOCKING MEMBER IN ROOF <br />FASTEN TRUSSES ABOVE w/ (4) 0.131" x <br />3" TOENAILS AND A SIMPSON H2.5 CLIP <br />SIMPSON MSTC28 STRAP AS SHOWN <br />AT END OF HEADER EITHER SIDE <br />(2) 2x6 FULL HEIGHT STUDS THIS END <br />(1) 2x6 BRG STUD AND (1) 2x6 LSL/LVL <br />FULL HEIGHT KING STUD THIS END <br />W5x19 STEEL COLUMN - BLOCK WEB <br />SOLID AT SCREWS NOTED PER <br />FRAMING NOTE 12 <br />WELDED SADDLE FOR ADJACENT <br />BEAM - SEE PLAN FOR LOADING - BY <br />SUPPLIER FASTEN TOP PLATE TO <br />HEADER w/ (2) ROWS 16d <br />SINKER NAILS @ 3" O.C.FASTEN END STUDS TO BLOCKING w/ (3) <br />SIMPSON 0.220"Ø x 5" SDWS TIMBER <br />SCREWS ABOVE AND BELOW HEADER <br />STAGGERED <br />SIMPSON A35 CLIP TOP AND BOTTOM OF <br />BEAM ASSEMBLY - BOTTOM ONLY AT FAR END <br />BLOCK WEB SOLID WITHIN 12" OF CORNER <br />EACH WAY PER FRAMING NOTE 12 <br />SIMPSON ML28Z BOTH SIDES TO BLOCKING <br />2x6 INFILL FRAMING AT 16" O.C. <br />3 8" WELDED STEEL TOP PLATE w/ (4) <br />HOLES FOR (4) 14"Ø x 3" SIMPSON SDS <br />STRUCTURAL SCREWS IN 3" x 3" GRID <br />12" WELDED STEEL BASE PLATE <br />w/ (1) HOLE (1) 5 8"Ø x 8" <br />SIMPSON TITEN HD ANCHOR - <br />LOCATE 23 4" FROM OUTSIDE <br />EDGES OF CONCRETE - FIELD <br />DRILL AS REQ'D <br />HEADER & BEARING <br />STUDS - SEE FRAMING <br />NOTES AND PLAN - <br />HEADER TO BE PARTIALLY <br />UPSET - STEEL OPTION TO <br />BE FLUSH - PROVIDE (1) <br />KING STUD SHOWN AND <br />(1) END BLOCKING <br />MEMBER IN ROOF <br />FASTEN TRUSSES / OUTLOOKERS <br />ABOVE w/ (4) 0.131" x 3" TOENAILS AND <br />A SIMPSON H2.5 CLIP SIMPSON MSTC28 STRAP AS <br />SHOWN EITHER SIDE <br />S3 <br />FRAMING DETAIL <br />TALL SHEAR WALL ELEMENT <br />2NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS DETAIL <br />UNLESS NOTED OR SHOWN OTHERWISE. <br />CONCRETE FOUNDATION BELOW <br />- ANCHOR BOLTS NOT SHOWN <br />FOR CLARITY - SEE 2/S1 <br />1'-6"± <br />NAIL SHEATHING TO HEADER w/ 8d <br />NAILS @ 3" O.C. EA. WAY TYP. <br />SMALL HATCH AREA INDICATES 7 16" OR <br />THICKER PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF STUDS <br />(NAIL SHEATHING AROUND PERIMETER w/ <br />(2) ROWS 8d NAILS @ 3" O.C. STAGGERED <br />& TO PLATES / BLOCKING @ 3" O.C.) <br />SIMPSON LSTA30 STRAPS ON INSIDE FACE <br />OF WALL BOTH SIDES OF PANEL (PROVIDE <br />SPACER TO FLUSH OUT HEADER TO WALL <br />STUD THICKNESS) <br />CONTINUOUS FLUSH LVL HEADER <br />- SEE PLAN <br />LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER <br />OF HEADER HEIGHT AS REQ'D (2x SOLID <br />BLOCKING REQUIRED AT SHEATHING JOINT) <br />2x6 LVL PLATE TOP AND BOTTOM <br /> - NO SPLICES <br />LENGTH OF CONTINUOUS HEADER <br />(3) 2x6 BEARING STUDS <br />LARGER HATCHED AREA <br />INDICATES 7 16" OR THICKER <br />PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF <br />STUDS w/ STANDARD 6"/12" <br />NAILING PATTERN <br />INCOMING LVL HEADER AND PSL <br />BRG - SEE PLAN <br />SIMPSON HTT5 HOLDOWN ANCHOR AT <br />LOCATIONS SHOWN w/ 12"Ø x 15" LONG <br />SIMPSON TITEN HD SCREW-IN ANCHOR <br />INTO CONCRETE OR 12"Ø THREADED <br />ROD EPOXY GROUTED INTO <br />FOUNDATION (8" MIN. EMBED) <br />FASTEN TOP PLATE TO <br />HEADER w/ (2) ROWS 16d <br />SINKER NAILS @ 3" O.C. <br />SIMPSON A35 CLIP TOP AND BOTTOM OF <br />BEAM ASSEMBLY - BOTTOM ONLY AT FAR END <br />2x6 INFILL FRAMING AT 16" O.C. <br />S3 <br />FRAMING DETAIL <br />TALL SHEAR WALL ELEMENT <br />3 <br />NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS DETAIL <br />UNLESS NOTED OR SHOWN OTHERWISE. <br />NAIL SHEATHING TO BEAM w/ 8d <br />NAILS @ 3" O.C. EA. WAY TYP. <br />SMALL HATCH AREA INDICATES 7 16" OR <br />THICKER PLYWOOD OR OSB SHEATHING <br />APPLIED TO THIS SIDE OF STUDS PRIOR <br />TO GYP. <br />(NAIL SHEATHING AROUND PERIMETER w/ <br />(2) ROWS 8d NAILS @ 3" O.C. STAGGERED <br />& TO PLATES / BLOCKING @ 3" O.C.) <br />SIMPSON LSTA36 STRAP ON FAR SIDE OF <br />BEAM (PROVIDE SPACER TO FLUSH OUT <br />HEADER TO WALL STUD THICKNESS) <br />(3) 2x6 STUDS <br />CONTINUE BRG STUDS FROM <br />ABOVE <br />LOCATE PANEL JOINT <br />WITHIN 2'-0" FROM <br />CENTER OF WALL <br />HEIGHT AS REQ'D (2x <br />SOLID BLOCKING <br />REQUIRED AT <br />SHEATHING JOINT) <br />(2) 2x6 BEARING STUDS <br />IN CORNER <br />LENGTH OF CONTINUOUS HEADER <br />FASTEN TRUSSES <br />ABOVE w/ (4) 0.131" x 3" <br />TOENAILS AND A <br />SIMPSON H2.5 CLIP <br />FASTEN TRUSSES <br />ABOVE w/ (4) 0.131" x 3" <br />TOENAILS AND A <br />SIMPSON H2.5 CLIP <br />FASTEN TRUSSES <br />ABOVE w/ (3) 0.131" x 3" <br />TOENAILS <br />INCOMING HEADER w/ <br />SHARED BRG - SEE <br />PLAN <br />PSL w/ ADDITIONAL <br />STUD BEYOND - SEE <br />PLAN AND 7/S3 <br />(1) 2x6 LVL PLATE TOP AND <br />BOTTOM OF HEADER <br />- NO SPLICES <br />SIMPSON A34 CLIP TOP AND BOTTOM OF <br />HEADER ASSEMBLY TO KING STUDS <br />(2) 2x6 LVL PLATES <br /> - NO SPLICES <br />SIMPSON A34 CLIP TOP OR BOTTOM OF <br />PLATES <br />PROVIDE DOUBLE <br />STUDS AT EACH END <br />OF SHEARWALL <br />(MAY USE BRG OR <br />KING STUDS) <br />HEADER, BEARING, & <br />KING STUDS - SEE <br />FRAMING NOTES AND <br />PLAN <br />TYPICAL 2x6 STUDS <br />@ 16" O.C. <br />FASTEN BOTTOM PLATE TO TRUSSES / <br />BLOCKING BELOW w/ TWO GROUPS OF <br />SIMPSON 0.220"Ø x 6" SDWS TIMBER <br />SCREWS AT 6" O.C. STAGGERED <br />FASTEN TOP PLATES TO FLUSH HEADER w/ <br />SIMPSON 0.220"Ø x 6" SDWS TIMBER <br />SCREWS AT 6" O.C. STAGGERED <br />S3 <br />FRAMING DETAIL <br />ADDED BRG / BRACING STUD <br />7 <br />FASTEN 2x6 VERTICAL BLOCKING <br />TO HEADER w/ (2) ROWS 16d <br />SINKER NAILS @ 3" O.C. <br />LARGER HATCHED AREA INDICATES 7 16" <br />OR THICKER PLYWOOD OR OSB <br />SHEATHING APPLIED TO EXTERIOR <br />SIDE HIGH AND THIS SIDE LOW OF <br />STUDS w/ STANDARD 6"/12" NAILING <br />PATTERN - INSTALL PRIOR TO GYP. <br />LOW <br />SIMPSON MSTC52 STRAP AT <br />LOCATION SHOWN - LAP <br />ACROSS FLUSH BEAM TO PSL <br />BELOW - NO FURTHER <br />CONTINUATION REQ'D FASTEN BOTTOM PLATE <br />w/ (3) 16d NAILS EVERY 16" <br />(2) 2x6 BEARING STUDS <br />FASTEN RETURN BEAM TO STUDS w/ (6) <br />SIMPSON 0.220"Ø x 10" SDWS SCREWS <br />ALIGNED STAGGERED IN TWO ROWS <br />(3) 2x6 BRG <br />STUD AND (2) <br />2x6 LSL/LVL FULL <br />HEIGHT KING <br />STUDS THIS END <br />FASTEN STUD TO BEAM w/ SIMPSON <br />0.220"Ø x 6" SDWS TIMBER SCREWS AT <br />4" O.C. STAGGERED <br />ADDITIONAL 2x6 LSL/LVL <br />STUD FULL HEIGHT <br />S3 <br />FRAMING DETAIL <br />BACKSPAN SUPPORT <br />5 <br />SIMPSON HTT5 HOLDOWN <br />ANCHOR AT LOCATIONS <br />SHOWN w/ 12"Ø x 15" LONG <br />SIMPSON TITEN HD SCREW-IN <br />ANCHOR INTO CONCRETE OR <br />12"Ø THREADED ROD EPOXY <br />GROUTED INTO FOUNDATION <br />(8" MIN. EMBED) <br />OWNER'S BEDROOM <br />OFFICE / GR <br />PSL - SEE PLAN <br />(4) SCREWS - SEE <br />FRAMING NOTE 17 <br />SIMPSON MSTC28 <br />STRAP TWO SIDES <br />AT PSL SPLICE(S) <br />(2) 2x6 LVL PLATES <br /> - NO SPLICES <br />(2) 2x6 LVL PLATES <br /> - NO SPLICES <br />SIMPSON LSTA36 STRAP <br />ON INSIDE FACE OF <br />WALL AT LOCATIONS <br />SHOWN (PROVIDE <br />SPACER TO FLUSH OUT <br />HEADER TO WALL STUD <br />THICKNESS) <br />CONTINUOUS FLUSH LVL HEADER <br />- SEE PLAN <br />SIMPSON MSTA49 STRAP ON INSIDE FACE <br />OF WALL AT LOCATIONS SHOWN (PROVIDE <br />SPACER TO FLUSH OUT HEADER TO WALL <br />STUD THICKNESS) <br />SIMPSON MSTA49 STRAP ON EITHER FACE <br />OF WALL AT LOCATIONS SHOWN (PROVIDE <br />SPACER TO FLUSH OUT HEADER TO WALL <br />STUD THICKNESS) <br />4'-0" MIN. - VERIFY <br />5-2-24 <br />Plan Updates5-2-241 <br />ALL FIVE SHEAR WALL DETAILS ON SHEET S3 <br />REQUIRE PLYWOOD OR OSB SHEATHING AS <br />NOTED DIRECTLY AGAINST STUDS - ANY <br />INSULATED SHEATHING WOULD NEED TO BE <br />INSTALLED OVER PLYWOOD OR OSB NOTED <br />Back wall left corner <br />Back wall right corner <br />Right Back Corner <br />Garage front window <br />Internal Shear Wall at Stairs