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2x6 CRIPPLE WALL ABOVE <br />HEADER <br />CONTINUOUS LVL HEADER <br />SEE PLAN <br />FASTEN KING STUD TO — <br />HEADER wl (2) ROWS 16d <br />SINKER NAILS @ 3" O_C- <br />FASTEN TOP PLATE TO <br />HEADER w (2) ROWS 16d <br />SINKER NAILS @ 3" O -C - <br />(2)2x6 INTERMEDIATE-----___ <br />STUDS <br />(1) 2x6 BEARING STUD & <br />(1) 2x6 FULL HEIGHT STUD <br />EACH END OF HEADER <br />(2) 2x6 BEARING STUDS MIN- <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 />FASTEN KING STUD TO <br />HEADER w' (2) ROWS 16d \ <br />SINKER NAILS @ 3" D -C. <br />FASTEN TOP PLATE TO <br />HEADER wl (2) ROWS 16d <br />SINKER NAILS @ 3" O -C. <br />(2}2x6 INTERMEDIATE <br />STUDS <br />(1) 2x6 BEARING STUD & -- .----- <br />(1) 2x6 FULL HEIGHT STUD <br />EACH END OF HEADER <br />(2) 2x6 BEARING STUDS MIN. <br />@ COPYRIGHT HANSON GROUP, LLC 2022 <br />I GAIT TW nP r nNTIMI Ir)I IC WrAnGR <br />1 FRAMING DETAIL <br />55 STACKED RIGID SHEAR <br />PANELS <br />NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS DETAIL. <br />3'.1Y2'± <br />(4'-1 OY2 ± @ SIM) <br />3 FRAMING DETAIL <br />55 GARAGE SHEARWALL <br />FASTEN FRAMING ABOVE AS SHOWN <br />FOR BRACED WALL PANELS ALONG <br />THIS SHEARWALL AS WELL AS <br />ABOVE OVERHEAD DOOR <br />SEE PLAN & FRAMING NOTES <br />FOR HEADER & BEARING: KING <br />STUDS AT SIDES OF OPENING <br />TYPICAL 2x6 STUDS @ 16" O -C - <br />PROVIDE DOUBLE STUDS <br />AT END OF SHEARWALL <br />HATCHED AREA INDICATES %g" OR <br />THICKER PLYWOOD+OSB EXTERIOR <br />SHEATHING FASTENED TO STUDS w <br />8d NAI LS@ 4" O.C. AT PANEL EDGES <br />& @ 12" O.C. AT INTERIOR SUPPORTS <br />SINIPSON STHD14 HCLDOWN ANCHOR <br />FASTENED TO DOUBLE STUDS <br />(REFER TO 6'S4 FOR POST -INSTALLED <br />HOLDOWN OPTION) <br />(2)%" O ANCHOR BOLTS (7" MIN. EMBED) <br />�LARGER HATCHED AREA INDICATES''/,�" <br />OR THICKER PLYWOOD OR OSB <br />SHEATHING APPLIED TO EXTERIOR SIDE <br />w.' STANDARD 6"I12" NAILING PATTERN <br />FASTEN FRAMING ABOVE AS <br />SHOWN FOR BRACED WALL PANELS <br />(2)SIMPSON LSTA30 STRAPS ON INSIDE <br />FACE OF WALL (PROVIDE SPACER TO <br />FLUSH OUT HEADER TO WALL STUD <br />THICKNESS) <br />SNAIL SHEATHING TO HEADER w 8d <br />NAILS '-& 3" O -C- EA. WAY TYP. <br />— LOCATE PANEL JOINT WITHIN 2'-0" <br />.FROM CENTER OF HEADER HEIGHT <br />AS REO'D (2x SOLID BLOCKING <br />REQUIRED AT SHEATHING JOINT) <br />SMALL HATCH AREA INDICATES'/6" OR <br />THICKER PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF STUDS <br />(NAIL SHEATHING AROUND PERIMETER wi <br />(2) ROWS 8d NAILS @ 3" O.C. STAGGERED <br />& TO PLATES : BLOCKING @ 3" O.C.) <br />FASTEN BOTTOM PLATE TO BLOCKING <br />ter' IN FLOOR w.` (2) 0.276"0 x 4" SDWS <br />SIMPSON SDWS SCREWS INSTALLED IN <br />A STAGGERED PATTERN <br />—FASTEN FRAMING <br />ABOVE AS SHOWN FOR <br />BRACED WALL PANELS <br />2x6 CRIPPLE WALL ABOVE <br />HEADER <br />CONTINUOUS LVL HEADER <br />SEE PLAN <br />NAIL SHEATHING TO HEADER w/ 8d <br />NAILS 3" D.C. EA. WAY TYP. <br />�(2)SIMPSON LSTA30 STRAPS ON INSIDE <br />FACE OF WALL (PROVIDE SPACER TO <br />FLUSH OUT HEADER TO 'WALL STUD <br />THICKNESS) <br />LOCATE PANEL JOINT WITHIN 2'•4" <br />FROM CENTER OF HEADER HEIGHT <br />AS REO'D (2x SOLID BLOCKING <br />REQUIRED AT SHEATHING JOINT) <br />TYPICAL 2x6 STUDS @ 16" O.C. <br />1 nt <br />I <br />I. <br />I. <br />LENGTH OF CONTINUOUS HEADER <br />�l <br />l <br />■ <br />1 FRAMING DETAIL <br />55 STACKED RIGID SHEAR <br />PANELS <br />NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS DETAIL. <br />3'.1Y2'± <br />(4'-1 OY2 ± @ SIM) <br />3 FRAMING DETAIL <br />55 GARAGE SHEARWALL <br />FASTEN FRAMING ABOVE AS SHOWN <br />FOR BRACED WALL PANELS ALONG <br />THIS SHEARWALL AS WELL AS <br />ABOVE OVERHEAD DOOR <br />SEE PLAN & FRAMING NOTES <br />FOR HEADER & BEARING: KING <br />STUDS AT SIDES OF OPENING <br />TYPICAL 2x6 STUDS @ 16" O -C - <br />PROVIDE DOUBLE STUDS <br />AT END OF SHEARWALL <br />HATCHED AREA INDICATES %g" OR <br />THICKER PLYWOOD+OSB EXTERIOR <br />SHEATHING FASTENED TO STUDS w <br />8d NAI LS@ 4" O.C. AT PANEL EDGES <br />& @ 12" O.C. AT INTERIOR SUPPORTS <br />SINIPSON STHD14 HCLDOWN ANCHOR <br />FASTENED TO DOUBLE STUDS <br />(REFER TO 6'S4 FOR POST -INSTALLED <br />HOLDOWN OPTION) <br />(2)%" O ANCHOR BOLTS (7" MIN. EMBED) <br />�LARGER HATCHED AREA INDICATES''/,�" <br />OR THICKER PLYWOOD OR OSB <br />SHEATHING APPLIED TO EXTERIOR SIDE <br />w.' STANDARD 6"I12" NAILING PATTERN <br />FASTEN FRAMING ABOVE AS <br />SHOWN FOR BRACED WALL PANELS <br />(2)SIMPSON LSTA30 STRAPS ON INSIDE <br />FACE OF WALL (PROVIDE SPACER TO <br />FLUSH OUT HEADER TO WALL STUD <br />THICKNESS) <br />SNAIL SHEATHING TO HEADER w 8d <br />NAILS '-& 3" O -C- EA. WAY TYP. <br />— LOCATE PANEL JOINT WITHIN 2'-0" <br />.FROM CENTER OF HEADER HEIGHT <br />AS REO'D (2x SOLID BLOCKING <br />REQUIRED AT SHEATHING JOINT) <br />SMALL HATCH AREA INDICATES'/6" OR <br />THICKER PLYWOOD OR OSB SHEATHING <br />APPLIED TO EXTERIOR SIDE OF STUDS <br />(NAIL SHEATHING AROUND PERIMETER wi <br />(2) ROWS 8d NAILS @ 3" O.C. STAGGERED <br />& TO PLATES : BLOCKING @ 3" O.C.) <br />FASTEN BOTTOM PLATE TO BLOCKING <br />ter' IN FLOOR w.` (2) 0.276"0 x 4" SDWS <br />SIMPSON SDWS SCREWS INSTALLED IN <br />A STAGGERED PATTERN <br />—FASTEN FRAMING <br />ABOVE AS SHOWN FOR <br />BRACED WALL PANELS <br />2x6 CRIPPLE WALL ABOVE <br />HEADER <br />CONTINUOUS LVL HEADER <br />SEE PLAN <br />NAIL SHEATHING TO HEADER w/ 8d <br />NAILS 3" D.C. EA. WAY TYP. <br />�(2)SIMPSON LSTA30 STRAPS ON INSIDE <br />FACE OF WALL (PROVIDE SPACER TO <br />FLUSH OUT HEADER TO 'WALL STUD <br />THICKNESS) <br />--SIMPSON STHD14 EMBEDDED <br />HOLDOWN ANCHOR AT <br />LOCATIONS SHOWN (REFER TO <br />6.1S4 FOR ALTERNATIVE OPTION) <br />SIMPSON A35 CLIP EACH SIDE OF PSL <br />COLUMN TO TOP PLATES ABOVE <br />INSTALLED w. SIMPSDN SD9x1Y2" <br />SCREWS <br />MONO TRUSSES BY SUPPLIER -NOT <br />SHOWN FOR CLARITY (PROVIDE <br />POCKET FOR FLUSH BEAM; <br />LARGER HATCHED AREA INDICATES %:" <br />OR THICKER PLYWOOD OR DSI <br />SHEATHING APPLIED TO EXTERIOR SIDI <br />w' STANDARD 6"'12" NAILING PATTERI <br />FASTEN FRAMING ABOVE A! <br />SHOWN FOR BRACED WALL PANEL; <br />SIMPSON LSTA24 STRAP ON INSIDE FACI <br />OF WALL (PROVIDE SPACER TO FLUSI <br />DU" HEADER TO WALL STUD THICKNESS <br />NAIL SHEATHING TO HEADER w•; 8 <br />NAILS @ 3" O.G- EA. WAY TYF <br />LOCATE PANEL JOINT WITHIN 2'-0 <br />FROM CENTER OF HEADER HEIGH- <br />AS REQ'D (2x SOLID BLOCKIN( <br />REQUIRED AT SHEATHING JOINT <br />SMALL HATCH AREA INDICATES ''/,e" OI <br />THICKER PLYWOOD OR OSB SHEATHIN( <br />APPLIED TO EXTERIOR SIDE OF STUD; <br />(NAIL SHEATHING AROUND PERIMETER w <br />(2) ROWS 8d NAILS @ 3" D.C. STAGGERE[ <br />& TO PLATES : BLOCKING @ 3" O.C. <br />FASTEN BOTTOM PLATE TO BLOCKING <br />IN FLOOR w: 0.276"O x 4' SDWS <br />SIMPSON SDWS SCREWS INSTALLED IN <br />A STAGGERED PATTERN AS SHOWN <br />LARGER HATCHED AREA INDICATES %f, <br />OR THICKER PLYWOOD OR OSI <br />SHEATHING APPLIED TO EXTERIOR SIDI <br />w STANDARD 6'112" NAILING PATTERI <br />FASTEN FRAMING ABOVE A; <br />SHOWN FOR BRACED WALL PANEL; <br />FASTEN KING STUD T( <br />HEADER wl (2) ROWS 16 <br />SINKER NAILS @ 3" O.0 <br />NAIL SHEATHING TO HEADER wi 8 <br />NAILS @ 3" O.C- EA. WAY TYF <br />SIMPSON LSTA30 STRAP ON INSIDE FACI <br />OF WALL (PROVIDE SPACER TO FLUSI <br />DU" HEADER TO WALL STUD THICKNESS <br />(1) 2x6 BEARING STUD 8 <br />(1) 2x6 FULL HEIGHT STUC <br />THIS END OF HEADER <br />(2) 2x6 BEARING STUDS MIN <br />LOCATE PANEL JOINT WITHIN 2'-0 <br />FROM CENTER OF HEADER HEIGH- <br />AS REO'D (2x SOLID BLOCKIN( <br />REQUIRED AT SHEATHING JOINT <br />SMALL HATCH AREA INDICATES Xr,' OI <br />THICKER PLYWOOD OR OSB SHEATHIN( <br />APPLIED TO EXTERIOR SIDE OF STUD; <br />(NAIL SHEATHING AROUND PERIMETER ov <br />(2) ROWS 8d NAILS @ 3" O.C. STAGGERE[ <br />& TO PLATES' BLOCKING @ 3" O -C. <br />SIMPSON STHD14 EMBEDDEI <br />HOLDOWN ANCHOR A' <br />LOCATIONS SHOWN (REFER T( <br />6:'54 FOR ALTERNATIVE OPTION) <br />FASTEN BRACE TDP MEMBER TO PSL 2'-6"± <br />POST wi (2) SIMPSON DTT 1Z SIDE BY <br />SIDE EACH w.' (1) 0.276"0 x 4" SDWH <br />SCREW INTO PSL AND SIMPSON <br />SD9x1Yz" SCREWS INTO BRACKET <br />(3)111/" LVL <br />FASTEN MEMBERS TOGETHER <br />w.` (4) SIMPSON 0.276"0 x 8" <br />SDWH SCREWS - STAGGER IN <br />TWO ROWS <br />DIAGONAL MEMBER IS TO CUT <br />FROM SINGLE DEEPER TIMBER <br />(DIMENSIONS SHOWN ON <br />ARCHITECTURAL DRAWING 1A) <br />I <br />STRUCTURAL BRACES CONSTRUCTED <br />OF ROUGH SAWN TIMBERS - ALL <br />MEMBERS TO BE CEDAR #1 GRADE <br />TOP MEMBER IS MIN. 5" WIDTH AND 6" <br />THICKNESS {GLUE MEMBERS <br />TOGETHER w, LOCTITE PL PREMIUM <br />FAST GRAB) <br />FASTEN MEMBERS TOGETHER <br />w (6) SIMPSON 0.276"0 x 8" <br />SDWH SCREWS - STAGGER IN <br />TWO ROWS <br />PROVIDE LATERAL BRACING KICKER AT BRACKET <br />LOCATIONS PER 3;S4 OR 4rS4 AS APPLICABLE <br />"SIMPSON A35 CLIP EACH <br />SIDE OF GABLE BRACING <br />@ LOCATIONS SHOWN ON <br />PLAN -ELEVATION <br />FASTEN PSL POST TO HORIZONTAL <br />—BRACE TOP MEMBER w•` (4) SIMPSON <br />0.276"0 x 10" SDWH SCREWS <br />-STAGGER IN TWO ROWS <br />/—FASTEN PSL POST TO BRACE <br />VERTICAL MEMBER w' <br />(10)SIMPSON 0.276"0 x 10" SDWH <br />SCREWS COUNTERSUNK- STAGGER IN <br />TWO ROWS <br />FULL HEIGHT 5& x 5}d" PSL <br />POST IN WALL FASTENED TO <br />PLATES w SIMPSON A35 <br />FRAMING ANGLE EACH SIDE <br />OF POST AT TOP & BOTTOM <br />INSTALLED w•+ SIMPSON <br />SD9x1Y2" SCREWS <br />PROVIDE MIN. Y2"0 ANCHOR BOLT <br />(7" MIN. EMBED) w12" x 2"x YG" PLATE <br />WASHER WITHIN 6" OF POST EACH <br />SIDE (ALTERNATIVE <br />POST -INSTALLED OPTION TO BE Y2'0 <br />x B" SIMPSON TITEN HD ANCHOR wl <br />SAME WASHER AS REQ'D) <br />FRAMING DETAIL <br />�5J STRUCTURAL BRACKET AND <br />COLUMN SUPPORTING LOW ROOF <br />AT GARAGE - 2 THUS <br />@APPROXIMATELY 20'-4" SPACING <br />FRAMING DETAIL <br />\,15 STACKED RIGID SHEAR <br />PANELS <br />NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS <br />DETAIL UNLESS NOTED/SHOWN OTHERWISE <br />PROVIDE 2x6 BLOCKING <br />@ TRUSS ATTACHMENT <br />LOCATIONS <br />FASTEN TOP OF EACH TRUSS TO LEDGER wi <br />SIMPSON H3 CLIP & SIMPSON A34 FRAMING ANGLE <br />INSTALLED w.' SD9 SCREWS INSTEAD OF NAILS <br />2x4 STRONG BACK @ EACH FLAT VER-ICAL <br />MEMBER <br />PROVIDE LATERAL BRACING <br />KICKERS AS SHOWN IN 3154 OR :N <br />4.1S4 AT 48" O.C. AS APPLICABLE <br />FASTEN EACH 2x4 STRONGBACK <br />TO PLATES w' SIMPSON A35 <br />FRAMING ANGLE @ BOTTOM <br />FASTEN EACH STUD TO—/ <br />PLATES wi SIMPSON <br />A35 FRAMING ANGLE <br />2x6 STUDS @ 16" O.C. <br />I <br />:ONTINUOUS LVL HEADER <br />TEE PLAN <br />'ASTEN KING STUD TO <br />1EADER w.1 (2) ROWS 16d <br />TINKER NAILS @ 3" O-C- <br />'ASTEN TOP PLATE TO <br />LEADER w' (2) ROWS 16d <br />TINKER NAILS @ 3" O.0 <br />2)2x6 INTERMEDIATE <br />iTUDS <br />1) 2x6 BEARING STUD & <br />1) 2x6 FULL HEIGHT STUD <br />_ACH END OF HEADER <br />2) 2x6 BEARING STUDS MIN. <br />;IMPSON MSTC52 STRAPS <br />:ENTERED ON FLOOR SYSTEM <br />IT LOCATIONS SHOWN <br />PROVIDE 2x BLOCKING IN <br />'LOOR SPACE AS REQ'D) <br />;IMPSON HUC0410-SDS FACE <br />AOUNT HANGER OR EQUIVALENT <br />'EE PLAN FOR HEADER. <br />SEAR INGIKINGSTUDS IN RETURN <br />VALL <br />CONTINUOUS LVL HEADER <br />SEE PLAN <br />FASTEN TOP PLATE TO <br />HEADER w: (2) ROWS 16d <br />SINKER NAILS @ 3" O -C - <br />!2;2x6 INTERMEDIATE <br />STUDS <br />'ROVIDE Y4' x 4" CONCRETE <br />'CREWS @ 16" O.C. THRU SILL PLATE <br />NTO FOUNDATION AT THIS WALL <br />'ORTION IN ADDITION TO ANCHOR <br />SOLTS (NOT SHOWN) <br />—2x6 LEDGER FASTENED w:' (2) 6" LONG <br />SIMPSON SDWS TIMBER SCREWS @ 16" O.C. <br />(MUST FASTEN DIRECTLY THROUGH FLAT <br />TRUSS VERTICAL AND INTO STRONGBACK) <br />3'-4" AAA?(. <br />5 FRAMING DETAIL <br />55 LOW ROOF TRUSS CONNECTIONS <br />7.5112 ROOF TRUSSES BY <br />SUPPLIER @ 24" D.C. MAX. <br />(PROVIDE NOTCHES TO BEAR <br />TRUSS ON BOTTOM LEDGER <br />& FIT INSIDE TOP LEDGER) <br />2x6 LEDGER FASTENED w.' (2) 6' LONG SIMPSON <br />SDWS TIMBER SCREWS @ 16" OC - <br />(MUST FASTEN DIRECTLY THROUGH FLAT TRUSS <br />VERTICAL AND INTO STRONGBACK) <br />FASTEN BOTTOM OF <br />EACH TRUSS TO LEDGER <br />w.•' SIMPSON H3 CLIP <br />D.F.P. Planning & Design <br />9100 Baltimore St NE, Suite 106 <br />Blaine. MN 55449 <br />Revision Date Description <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 />Signed: <br />Print Name: Nick Hanson <br />Date: 11.15-22 License Number: 46665 <br />3407 Kilmer Lane North <br />Suite 4 <br />PIymoulh. MN 55441 <br />Tel 612-748-3572 <br />www.hansongroupmn.com <br />Wunderlich Residence <br />2726 Caroline Ave <br />Orono, MN <br />Project Number: 2.563 <br />Date: November 15. 2022 <br />Sheets: 3 of 3 <br />S5 <br />rn 7 <br />ITC <br />It U <br />LC) Z Lr) <br />LO (D O <br />cr) 0? <br />Z w <br />D O <br />a- 66 <br />LL I� <br />w n <br />Z_ ra <br />ZQ OO <br />� <br />J <br />LL <br />0m z Z .. <br />.. 6 <br />J LL <br />w2:� <br />W <br />05 <br />06 w 2 <br />z O <br />v � <br />z O <br />� (D O <br />w Nm <br />Z11� pO <br />O a - <br />co <br />gZLL r` � p� <br />ZQ� <br />�Qm3� <br />J O '36c <br />0 <br />rn Lda- <br />1 <br />i1 <br />W <br />^W <br />1�1 <br />� w � <br />4 0 <br />17) <br />W ww <br />z Z <br />az <br />0 '--' <br />L) l P <br />v UD <br />1--� CO p <br />0 <br />W� <br />DATE: <br />11-3-22 <br />REVISIONS: <br />11-10-22 <br />11-16-22 <br />3-31-23 <br />4-6-23 <br />4-10-23 <br />6-14-23 <br />DRAWN BY: <br />JJ <br />COMM. NO. <br />222249 <br />SHEET NO. <br />54 <br />LOCATE PANEL JOINT WITHIN 2'•4" <br />FROM CENTER OF HEADER HEIGHT <br />AS REO'D (2x SOLID BLOCKING <br />REQUIRED AT SHEATHING JOINT) <br />TYPICAL 2x6 STUDS @ 16" O.C. <br />--SIMPSON STHD14 EMBEDDED <br />HOLDOWN ANCHOR AT <br />LOCATIONS SHOWN (REFER TO <br />6.1S4 FOR ALTERNATIVE OPTION) <br />SIMPSON A35 CLIP EACH SIDE OF PSL <br />COLUMN TO TOP PLATES ABOVE <br />INSTALLED w. SIMPSDN SD9x1Y2" <br />SCREWS <br />MONO TRUSSES BY SUPPLIER -NOT <br />SHOWN FOR CLARITY (PROVIDE <br />POCKET FOR FLUSH BEAM; <br />LARGER HATCHED AREA INDICATES %:" <br />OR THICKER PLYWOOD OR DSI <br />SHEATHING APPLIED TO EXTERIOR SIDI <br />w' STANDARD 6"'12" NAILING PATTERI <br />FASTEN FRAMING ABOVE A! <br />SHOWN FOR BRACED WALL PANEL; <br />SIMPSON LSTA24 STRAP ON INSIDE FACI <br />OF WALL (PROVIDE SPACER TO FLUSI <br />DU" HEADER TO WALL STUD THICKNESS <br />NAIL SHEATHING TO HEADER w•; 8 <br />NAILS @ 3" O.G- EA. WAY TYF <br />LOCATE PANEL JOINT WITHIN 2'-0 <br />FROM CENTER OF HEADER HEIGH- <br />AS REQ'D (2x SOLID BLOCKIN( <br />REQUIRED AT SHEATHING JOINT <br />SMALL HATCH AREA INDICATES ''/,e" OI <br />THICKER PLYWOOD OR OSB SHEATHIN( <br />APPLIED TO EXTERIOR SIDE OF STUD; <br />(NAIL SHEATHING AROUND PERIMETER w <br />(2) ROWS 8d NAILS @ 3" D.C. STAGGERE[ <br />& TO PLATES : BLOCKING @ 3" O.C. <br />FASTEN BOTTOM PLATE TO BLOCKING <br />IN FLOOR w: 0.276"O x 4' SDWS <br />SIMPSON SDWS SCREWS INSTALLED IN <br />A STAGGERED PATTERN AS SHOWN <br />LARGER HATCHED AREA INDICATES %f, <br />OR THICKER PLYWOOD OR OSI <br />SHEATHING APPLIED TO EXTERIOR SIDI <br />w STANDARD 6'112" NAILING PATTERI <br />FASTEN FRAMING ABOVE A; <br />SHOWN FOR BRACED WALL PANEL; <br />FASTEN KING STUD T( <br />HEADER wl (2) ROWS 16 <br />SINKER NAILS @ 3" O.0 <br />NAIL SHEATHING TO HEADER wi 8 <br />NAILS @ 3" O.C- EA. WAY TYF <br />SIMPSON LSTA30 STRAP ON INSIDE FACI <br />OF WALL (PROVIDE SPACER TO FLUSI <br />DU" HEADER TO WALL STUD THICKNESS <br />(1) 2x6 BEARING STUD 8 <br />(1) 2x6 FULL HEIGHT STUC <br />THIS END OF HEADER <br />(2) 2x6 BEARING STUDS MIN <br />LOCATE PANEL JOINT WITHIN 2'-0 <br />FROM CENTER OF HEADER HEIGH- <br />AS REO'D (2x SOLID BLOCKIN( <br />REQUIRED AT SHEATHING JOINT <br />SMALL HATCH AREA INDICATES Xr,' OI <br />THICKER PLYWOOD OR OSB SHEATHIN( <br />APPLIED TO EXTERIOR SIDE OF STUD; <br />(NAIL SHEATHING AROUND PERIMETER ov <br />(2) ROWS 8d NAILS @ 3" O.C. STAGGERE[ <br />& TO PLATES' BLOCKING @ 3" O -C. <br />SIMPSON STHD14 EMBEDDEI <br />HOLDOWN ANCHOR A' <br />LOCATIONS SHOWN (REFER T( <br />6:'54 FOR ALTERNATIVE OPTION) <br />FASTEN BRACE TDP MEMBER TO PSL 2'-6"± <br />POST wi (2) SIMPSON DTT 1Z SIDE BY <br />SIDE EACH w.' (1) 0.276"0 x 4" SDWH <br />SCREW INTO PSL AND SIMPSON <br />SD9x1Yz" SCREWS INTO BRACKET <br />(3)111/" LVL <br />FASTEN MEMBERS TOGETHER <br />w.` (4) SIMPSON 0.276"0 x 8" <br />SDWH SCREWS - STAGGER IN <br />TWO ROWS <br />DIAGONAL MEMBER IS TO CUT <br />FROM SINGLE DEEPER TIMBER <br />(DIMENSIONS SHOWN ON <br />ARCHITECTURAL DRAWING 1A) <br />I <br />STRUCTURAL BRACES CONSTRUCTED <br />OF ROUGH SAWN TIMBERS - ALL <br />MEMBERS TO BE CEDAR #1 GRADE <br />TOP MEMBER IS MIN. 5" WIDTH AND 6" <br />THICKNESS {GLUE MEMBERS <br />TOGETHER w, LOCTITE PL PREMIUM <br />FAST GRAB) <br />FASTEN MEMBERS TOGETHER <br />w (6) SIMPSON 0.276"0 x 8" <br />SDWH SCREWS - STAGGER IN <br />TWO ROWS <br />PROVIDE LATERAL BRACING KICKER AT BRACKET <br />LOCATIONS PER 3;S4 OR 4rS4 AS APPLICABLE <br />"SIMPSON A35 CLIP EACH <br />SIDE OF GABLE BRACING <br />@ LOCATIONS SHOWN ON <br />PLAN -ELEVATION <br />FASTEN PSL POST TO HORIZONTAL <br />—BRACE TOP MEMBER w•` (4) SIMPSON <br />0.276"0 x 10" SDWH SCREWS <br />-STAGGER IN TWO ROWS <br />/—FASTEN PSL POST TO BRACE <br />VERTICAL MEMBER w' <br />(10)SIMPSON 0.276"0 x 10" SDWH <br />SCREWS COUNTERSUNK- STAGGER IN <br />TWO ROWS <br />FULL HEIGHT 5& x 5}d" PSL <br />POST IN WALL FASTENED TO <br />PLATES w SIMPSON A35 <br />FRAMING ANGLE EACH SIDE <br />OF POST AT TOP & BOTTOM <br />INSTALLED w•+ SIMPSON <br />SD9x1Y2" SCREWS <br />PROVIDE MIN. Y2"0 ANCHOR BOLT <br />(7" MIN. EMBED) w12" x 2"x YG" PLATE <br />WASHER WITHIN 6" OF POST EACH <br />SIDE (ALTERNATIVE <br />POST -INSTALLED OPTION TO BE Y2'0 <br />x B" SIMPSON TITEN HD ANCHOR wl <br />SAME WASHER AS REQ'D) <br />FRAMING DETAIL <br />�5J STRUCTURAL BRACKET AND <br />COLUMN SUPPORTING LOW ROOF <br />AT GARAGE - 2 THUS <br />@APPROXIMATELY 20'-4" SPACING <br />FRAMING DETAIL <br />\,15 STACKED RIGID SHEAR <br />PANELS <br />NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS <br />DETAIL UNLESS NOTED/SHOWN OTHERWISE <br />PROVIDE 2x6 BLOCKING <br />@ TRUSS ATTACHMENT <br />LOCATIONS <br />FASTEN TOP OF EACH TRUSS TO LEDGER wi <br />SIMPSON H3 CLIP & SIMPSON A34 FRAMING ANGLE <br />INSTALLED w.' SD9 SCREWS INSTEAD OF NAILS <br />2x4 STRONG BACK @ EACH FLAT VER-ICAL <br />MEMBER <br />PROVIDE LATERAL BRACING <br />KICKERS AS SHOWN IN 3154 OR :N <br />4.1S4 AT 48" O.C. AS APPLICABLE <br />FASTEN EACH 2x4 STRONGBACK <br />TO PLATES w' SIMPSON A35 <br />FRAMING ANGLE @ BOTTOM <br />FASTEN EACH STUD TO—/ <br />PLATES wi SIMPSON <br />A35 FRAMING ANGLE <br />2x6 STUDS @ 16" O.C. <br />I <br />:ONTINUOUS LVL HEADER <br />TEE PLAN <br />'ASTEN KING STUD TO <br />1EADER w.1 (2) ROWS 16d <br />TINKER NAILS @ 3" O-C- <br />'ASTEN TOP PLATE TO <br />LEADER w' (2) ROWS 16d <br />TINKER NAILS @ 3" O.0 <br />2)2x6 INTERMEDIATE <br />iTUDS <br />1) 2x6 BEARING STUD & <br />1) 2x6 FULL HEIGHT STUD <br />_ACH END OF HEADER <br />2) 2x6 BEARING STUDS MIN. <br />;IMPSON MSTC52 STRAPS <br />:ENTERED ON FLOOR SYSTEM <br />IT LOCATIONS SHOWN <br />PROVIDE 2x BLOCKING IN <br />'LOOR SPACE AS REQ'D) <br />;IMPSON HUC0410-SDS FACE <br />AOUNT HANGER OR EQUIVALENT <br />'EE PLAN FOR HEADER. <br />SEAR INGIKINGSTUDS IN RETURN <br />VALL <br />CONTINUOUS LVL HEADER <br />SEE PLAN <br />FASTEN TOP PLATE TO <br />HEADER w: (2) ROWS 16d <br />SINKER NAILS @ 3" O -C - <br />!2;2x6 INTERMEDIATE <br />STUDS <br />'ROVIDE Y4' x 4" CONCRETE <br />'CREWS @ 16" O.C. THRU SILL PLATE <br />NTO FOUNDATION AT THIS WALL <br />'ORTION IN ADDITION TO ANCHOR <br />SOLTS (NOT SHOWN) <br />—2x6 LEDGER FASTENED w:' (2) 6" LONG <br />SIMPSON SDWS TIMBER SCREWS @ 16" O.C. <br />(MUST FASTEN DIRECTLY THROUGH FLAT <br />TRUSS VERTICAL AND INTO STRONGBACK) <br />3'-4" AAA?(. <br />5 FRAMING DETAIL <br />55 LOW ROOF TRUSS CONNECTIONS <br />7.5112 ROOF TRUSSES BY <br />SUPPLIER @ 24" D.C. MAX. <br />(PROVIDE NOTCHES TO BEAR <br />TRUSS ON BOTTOM LEDGER <br />& FIT INSIDE TOP LEDGER) <br />2x6 LEDGER FASTENED w.' (2) 6' LONG SIMPSON <br />SDWS TIMBER SCREWS @ 16" OC - <br />(MUST FASTEN DIRECTLY THROUGH FLAT TRUSS <br />VERTICAL AND INTO STRONGBACK) <br />FASTEN BOTTOM OF <br />EACH TRUSS TO LEDGER <br />w.•' SIMPSON H3 CLIP <br />D.F.P. Planning & Design <br />9100 Baltimore St NE, Suite 106 <br />Blaine. MN 55449 <br />Revision Date Description <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 />Signed: <br />Print Name: Nick Hanson <br />Date: 11.15-22 License Number: 46665 <br />3407 Kilmer Lane North <br />Suite 4 <br />PIymoulh. MN 55441 <br />Tel 612-748-3572 <br />www.hansongroupmn.com <br />Wunderlich Residence <br />2726 Caroline Ave <br />Orono, MN <br />Project Number: 2.563 <br />Date: November 15. 2022 <br />Sheets: 3 of 3 <br />S5 <br />rn 7 <br />ITC <br />It U <br />LC) Z Lr) <br />LO (D O <br />cr) 0? <br />Z w <br />D O <br />a- 66 <br />LL I� <br />w n <br />Z_ ra <br />ZQ OO <br />� <br />J <br />LL <br />0m z Z .. <br />.. 6 <br />J LL <br />w2:� <br />W <br />05 <br />06 w 2 <br />z O <br />v � <br />z O <br />� (D O <br />w Nm <br />Z11� pO <br />O a - <br />co <br />gZLL r` � p� <br />ZQ� <br />�Qm3� <br />J O '36c <br />0 <br />rn Lda- <br />1 <br />i1 <br />W <br />^W <br />1�1 <br />� w � <br />4 0 <br />17) <br />W ww <br />z Z <br />az <br />0 '--' <br />L) l P <br />v UD <br />1--� CO p <br />0 <br />W� <br />DATE: <br />11-3-22 <br />REVISIONS: <br />11-10-22 <br />11-16-22 <br />3-31-23 <br />4-6-23 <br />4-10-23 <br />6-14-23 <br />DRAWN BY: <br />JJ <br />COMM. NO. <br />222249 <br />SHEET NO. <br />54 <br />