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PROVIDE DOUBLE STUDS <br />FOR ATTACHMENT OF <br />BOTH STRAP & HOLDOWN <br />(MAY USE BEARING/KING <br />STUDS AS REQ'D) <br />SIMPSON MSTC52 STRAPS <br />CENTERED ON FLOOR SYSTEM <br />AT LOCATIONS SHOWN <br />(PROVIDE 2x BLOCKING IN <br />FLOOR SPACE AS REQ'D) <br />SIMPSON HTT5 HOLDOWN <br />ANCHOR NAILED TO DOUBLE <br />STUDS w/ 12"Ø x 12" LONG <br />SIMPSON TITEN HD SCREW-IN <br />ANCHOR INTO CONCRETE <br />2x6 @ 16" O.C. TYPICAL WALL CONSTRUCTION <br />(BALLOON FRAMED TO BOTTOM OF VAULT) <br />(2) 2x6 BEARING STUDS & <br />(2) 2x6 FULL HEIGHT KING STUDS <br />PROVIDE 2x6 BLOCKING AT <br />INTERVALS NOT GREATER THAN <br />10-FT APART ALONG HEIGHT OF WALL <br />FASTEN TRUSS ABOVE w/ <br />0.131"Ø x 3" TOENAILS @ 6" O.C. <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 />PROVIDE TOP OF WALL LATERAL <br />ABOVE KING STUDS & PEAK OF <br />VAULT AS SHOWN IN 3/S4 OR <br />4/S4 AS APPLICABLE <br />PROVIDE DOUBLE STUDS AT EACH <br />END OF SHEARWALL (MAY USE <br />BEARING/KING STUDS AS REQ'D) <br />FASTEN BOTTOM PLATE <br />w/ (3) 16d NAILS EVERY 16" <br />(1) 2x6 BEARING STUD & <br />(2) 2x6 FULL HEIGHT KING STUDS <br />HEADER SHOWN ON PLAN <br />w/ CONTINUOUS PLATE <br />ABOVE & BELOW TYP. <br />3 <br />S3 <br />FRAMING DETAIL <br />NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS <br />DETAIL UNLESS NOTED/SHOWN OTHERWISE. <br />TALL PERFORATED SHEARWALL <br />SIMPSON HTT5 HOLDOWN ANCHOR <br />NAILED TO DOUBLE STUDS w/ 12"Ø x 15" <br />LONG SIMPSON TITEN HD SCREW-IN <br />ANCHOR INTO CONCRETE <br />SEE PLAN & FRAMING NOTES FOR <br />HEADER & BEARING/KING STUDS <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 STUDS @ 16" O.C. <br />PROVIDE DOUBLE STUDS <br />AT END OF SHEARWALL <br />FASTEN EACH TRUSS ABOVE <br />w/ (3) 0.131"Ø x 3" TOENAILS <br />FASTEN BOTTOM PLATE <br />w/ (3) 16d NAILS EVERY 16" <br />S3 <br />FRAMING DETAIL <br />SHEARWALL <br />4 <br />1'-4"±8'-0" MIN. SINGLE SHEETSIMPSON LCE4 POST CAP <br />SIMPSON BC6 POST CAP <br />6x6 POST <br />CROSS HATCH AREAS INDICATES 7 16" OR <br />THICKER PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDES OF POSTS TYP. <br />(NAIL SHEATHING AROUND PERIMETER w/ <br />(2) ROWS 8d NAILS @ 3" O.C. STAGGERED) <br />SIMPSON BC6 POST CAP <br />LENGTH OF CONTINUOUS HEADER <br />SEE PLAN FOR CONTINUOUS HEADER NAIL SHEATHING TO HEADER w/ 8d <br />NAILS @ 3" O.C. EA. WAY TYP. <br />SIMPSON ABU66 POST BASE w/ <br />5 8"Ø x 8" SIMPSON TITEN HD <br />SCREW-IN ANCHOR TYP. <br />(2) 2x6 BLOCKING AT <br />BOTTOM OF PANEL <br />2x SOLID BLOCKING REQUIRED <br />AT SHEATHING JOINT <br />S3 <br />FRAMING DETAIL <br />PORCH RIGID SHEAR PANEL <br />2 <br />NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS <br />DETAIL UNLESS NOTED/SHOWN OTHERWISE. <br />LARGER HATCHED AREA INDICATES 7 16" OR <br />THICKER PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF STUDS w/ <br />STANDARD 6"/12" NAILING PATTERN <br />FASTEN EACH TRUSS ABOVE <br />w/ (4) 0.131"Ø x 3" TOENAILS <br />& SIMPSON H2.5 CLIP <br />S3 <br />FRAMING DETAIL <br />GARAGE FRONT PORTAL FRAME <br />1 <br />9'-2"± <br />FASTEN TOP PLATE TO HEADER w/ (2) <br />ROWS 16d SINKER NAILS @ 3" O.C. <br />(1) 2x6 BEARING STUD & (1) 2x6 FULL <br />HEIGHT KING STUD AT END OF HEADER <br />LOCATE PANEL JOINT WITHIN 2'-0" FROM <br />CENTER OF HEADER HEIGHT AS REQ'D (2x SOLID <br />BLOCKING REQUIRED AT SHEATHING JOINT) <br />(2) 2x6 BEARING STUDS MIN.SIMPSON STHD14 EMBEDDED HOLDOWN <br />ANCHOR AT LOCATIONS SHOWN <br />(REFER TO 5/S3 FOR ALTERNATIVE OPTION) <br />FOUNDATION WALL BELOW <br />LENGTH OF CONTINUOUS HEADER <br />(2) 5 8" Ø ANCHOR BOLTS (7" MIN. EMBED) <br />w/ 2" x 2" x 3 16" PLATE WASHERS <br />NAIL SHEATHING TO HEADER w/ 8d <br />NAILS @ 3" O.C. EA. WAY TYP.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/ (2) <br />ROWS 8d NAILS @ 3" O.C. STAGGERED & TO <br />PLATES / BLOCKING @ 3" O.C.) <br />SIMPSON MSTC40 STRAP ON <br />INSIDE FACE OF WALL (PROVIDE <br />SPACER TO FLUSH OUT HEADER <br />TO WALL STUD THICKNESS) <br />FASTEN KING STUD TO HEADER w/ <br />(2) ROWS 16d SINKER NAILS @ 3" O.C. TYP. <br />2'-5"± <br />SEE PLAN FOR <br />CONTINUOUS HEADER <br />PROVIDE 2x6 INFILL WALL <br />ABOVE HEADER AS REQ'D <br />LARGE HATCH AREA INDICATES 7 16" OR <br />THICKER PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF STUDS <br />w/ STANDARD 6"/12" NAILING <br />9'-438"±SIMPSON MSTC40 STRAP ON INSIDE FACE <br />OF WALL (PROVIDE SPACER TO FLUSH <br />OUT HEADER TO WALL STUD THICKNESS) <br />(2) 2x6 BEARING STUDS & <br />(2) 2x6 FULL HEIGHT KING <br />STUDS AT END OF HEADER <br />FASTEN EACH TRUSS ABOVE <br />w/ (4) 0.131"Ø x 3" TOENAILS <br />& SIMPSON H2.5 CLIP <br />Alexander Design Group <br />275 Lake Street East, Suite 102 <br />Wayzata, MN, 55391 <br />COPYRIGHT HANSON GROUP, LLC 2024© <br />Project Number: <br />Date: <br />3.622 S33Sheets: of 4 <br />DescriptionDateRevision <br />Print Name: <br />Signed: <br />License Number: <br />Ryan Mack <br />46673Date: <br />Single Family Residence <br />3600 Casco Avenue <br />Orono, MN <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 />5851 Cedar Lake Road <br />Suite 202 <br />St. Louis Park, MN 55416 <br />Tel 612-708-3572 <br />www.hansongroupmn.com <br />(3) 117 8" LVL DROPPED <br />CANTILEVERED BEAM <br />312" x 11" CURVED <br />GLULAM BEAM <br />HANG CURVED GLULAM <br />BEAM FROM FLUSH <br />BEAM w/ SIMPSON <br />THAC422 HANGER <br />(SHOWN TO THE RIGHT) <br />SEE PLAN FOR <br />FLUSH BEAM <br />6 <br />S3 <br />FRAMING DETAIL <br />CURVED BEAM CONNECTION <br />CONCRETE <br />FOUNDATION <br />BELOW <br />SIMPSON HTT5 <br />HOLDOWN ANCHOR AT <br />LOCATIONS SHOWN w/ <br />12"Ø x 12" LONG <br />SIMPSON TITEN HD <br />SCREW-IN ANCHOR <br />POST-INSTALLED HOLDOWN OPTION <br />5 <br />S3 <br />FRAMING DETAIL <br />2 x BEARING PLATE <br />FASTENED TO BEAM FLANGE <br />w/ 12"Ø BOLTS @ 48" O.C. <br />STAGGERED ON EA. SIDE - <br />OMIT AT MECHANICAL RUNS <br />AS REQ'D <br />STEEL BEAM - SEE PLAN <br />(SIM. w/ LVL OPTIONS) <br />S3 <br />FRAMING DETAIL <br />STEEL BEAM PARALLEL w/ <br />FLOOR SYSTEM LATERAL <br />BRACING TYP. <br />7 <br />2 x BLOCKING BETWEEN <br />TRUSSES RIPPED TO FIT <br />DEPTH @ 48" O.C. w/ <br />SIMPSON A35 CLIP TO <br />BEAM TOP PLATE ONE SIDE <br />AND TYPICAL FLOOR <br />SHEATHING FASTENING <br />FLOOR TRUSSES BY <br />SUPPLIER <br />IF FLOOR TRUSS <br />SPACING OF MAX. 19.2" <br />O.C. IS NOT MAINTAINED <br />AT STEEL BEAM, THEN <br />PROVIDE 2x RIPPED <br />MEMBER OVER BEAM <br />FOR SHEATHING <br />SUPPORT <br />January 18, 2024 <br />1'-4"± <br />2-22-24 <br />Plan Changes2-22-241 <br />Primary Suite