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Y"O ANCHOR BOLT (7" MIN EMBED) w/ <br />NUT & Ys" THICK x 2"0 OR <br />SQUARE WASHER @ 36" O.C. (23/4" FROM <br />EDGES OF SILL / CONCRETE WALL) <br />2x8 MIN. SILL PLATE ` <br />w/ 1" MAX. OVERHANG <br />6" <br />MIN. \T�. <br />SLOPE GRADE AWAY <br />FROM FOUNDATION <br />MAINTAIN 6" MIN. STEM AT <br />LEDGES - PROVIDE 10" MIN. <br />WALL FOR EXTERIOR LEDGES <br />OVER 2" - SEE HOUSE PLANS <br />INSULATION BY OT HERS <br />SEE HOUSE PLANS <br />#4 HORIZ. BARS @ 24" O.C. <br />#4 x 2'-0" DOWELS @ 72" O.C. <br />(5" MIN. EMBED) Odd <br />20" WIDE x 8" DEEP MIN. <br />CONCRETE STRIP FOOTING <br />ROOF TRUSSES BY <br />MANUFACTURER @ 24" <br />O.C. MAX. <br />ROOF SHEATHING <br />(2) 2 x 6 TOP PLATES -, <br />SEE 2/S2 FOR TOP OF WALL <br />CONNECTIONS AT FLOOR <br />NON-BEARING WALL <br />FLOOR TRUSSES BY <br />SUPPLIER @ 19.2" O.C. MAX. <br />(TO BE DESIGNED FOR <br />' PLATE OVERHANG) <br />�$tMPSON A35 FRAMING <br />` <br />-ANGLE EITHER SIDE OF <br />TRUSS w/ (6) 8d x %" NAILS <br />EACH LEG OF ANGLE AND (3) <br />8d TOENAILS <br />SECTION NOTES: <br />1. SEE FRAMING NOTE 8 FOR MAIN LEVEL FLOOR SHEATHING. INSTALL IN STAGGERED PATTERN. <br />2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. <br />3. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL <br />2 x 4 SPACERS AS SHOWN IN FIRST SPACE. <br />4. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 2" IN DIAMETER. <br />OPTIONAL OPEN HAND FRAME LADDER ON-SITE w/ 2 x 6 <br />SPACE AS SHOWN MATERIAL OR SHIFT LADDER TRUSS AS <br />OR SHIFT FULL SHOWN w/ 2 x 6 LEDGER HIGH AND LOW <br />HEIGHT BLOCKING <br />0.131 0 x 3" LONG NAIL SHEATHING TO BLOCKING/TRUSSES <br />NAILS @ 6" O.C. <br />w/ (12) ADDITIONAL 0.131 0 x 3" LONG NAILS <br />8" MIN. C.LP. CONCRETE WALL <br />2 x 6 MIN. TREATED SILL PLATE <br />(10" MIN. AT 4" EXTERIOR LEDGE <br />U) <br />(6) 0.131 0 x 3" LONG <br />IF APPLICABLE) <br />Z <br />TOP NAILS THROUGH <br />Y2°0 x 10" LONG ANCHOR <br />MAINTAIN 6" MIN. STEM WALL <br />BOTTOM CHORD TO <br />LOCATIONS SHOWN <br />Lu <br />SILL EACH SIDE OF <br />2 <br />g = <br />BLOCKING <br />FROM FOUNDATION 6" <br />O <br />o = <br />FOUNDATION <br />BAR OPTIONS: <br />o� W <br />WALL SEE 1/S2 <br />%r-TYPICALVERTICAL <br />FOR ANCHORS, <br />#5 BARS @ 24" O.C. OR <br />I <br />SILL, &WALL INFO <br />#6 BARS @ 36" O.C. <br />#4 HORIZ. BAR @ TOP OF WALL <br />"vAv' 16d .SINKER NAIL @ 3" ^v.C. <br />IF REQUIRED, <br />(2) 2x6 BEARING <br />PROVIDE 2x4 MIN. <br />8" MIN. C.I.P. <br />#4 x 2'-0" DOWELS <br />SPACERS UNTIL <br />LOCATE PANEL JOINT WITHIN 2'-0" FROM <br />SPACES IN WHICH <br />SLAB -ON -GRADE <br />FULL HEIGHT <br />_ BLOCKING -REQUIRED AT SHEATHING JOINT) <br />BLOCKING CAN BE <br />(2) 2x6 BEARING STUDS & (2) 2x6 FULL <br />INSTALLED, TOE NAIL <br />20" WIDE x 8" DEEP MIN. <br />CENTERED IN <br />TO FLOOR MEMBERS <br />1 WALL SECTION <br />S2 HOUSE FOUNDATION WALL <br />(12) 0.131" <br />EACHSIMPSONTWIST STRAP NAILS <br />EACH SIOF OF BRACiivG <br />L (2) 2x4 BLOCKING IN (1) TRUSS SPACE - <br />TOENAIL EACH END - ADD THIRD PLY <br />WHERE KICKERS EXCEED 16 FT <br />(2) 2x6 BRACING FASTENED TOGETHER w/ <br />(2) ROWS OF NAILS @ 6" O.C. STAGGERED <br />2x6 STRONG FROM BOTH SIDES - ADD THIRD PLY AND <br />BACK WHERE USE LSL/LVL MATERIAL WHERE KICKERS <br />KICKERS EXCEED EXCEED 16 FT <br />2'-0" <br />�20° - 40° <br />"--SIMPSON A35 CLIP EACH <br />SIDE OF GABLE BRACING LOCATE KICKERS AT <br />72" O.C. AT GABLE ENDS <br />5 FRAMING DETAIL <br />S2 KICKERS AT ALL GABLE <br />ENDS WALLS <br />w <br />- �Lu0 <br />2 CC C <br />h <br />+i : 00 <br />FOR STABILITY <br />Y2"O x 10"LONG ANCHOR <br />BOLTS (7" MIN. EMBED) <br />@ 72" O.C. MAX. OR EQUIV. <br />8" MIN. C.I.P. CONCRETE WALL <br />#4 HORIZ. BARS <br />@ 24" O.C. <br />v x-3/4" PLYWOOD/OSB ONE SIDE OF <br />BLOCKING w/ (6) 0.1310 x 3" LONG NAILS <br />TOP & BOTTOM OR 1/2" PLYWOOD/OSB <br />d EACH SIDE OF BLOCKING EACH w/ (6) <br />0.131 0 x 3" LONG NAILS TOP & BOTTOM <br />PROVIDE 2 x 4 MIN BLOCKING TOP & <br />BOTTOM OF TRUSSES AS REQUIRED TO <br />ACHIEVE NAILING SHOWN (MIN. 2 SPACES) <br />SPACE BLOCKING INSTALL w/ TOE NAILS EACH END FOR <br />@ 36" O.C. TYP. STABILITY <br />2 WALL SECTION <br />S2 TYPICAL TOP OF WALL <br />PARALLEL TO FRAMING <br />_ o. <br />-All I! AND GTfui 1'�!IL? I _ •. 0 O W mzo <br />--------' — — m LU ~ ¢ 111 N +_ " <br />'�" m p D J #4 x 3 0 HOOKS <br />�- O d Q @ 36" O.C. <br />Q W W `tj 6" <br />�r �cc0L _771� <br />ll SLAB -ON -GRADE <br />10 <br />sz�, S2 ,oma s' <br />TYP. <br />THIS SIDE THICKEN WALL TO 10" BELOW <br />HIGH GRADE------ -- -----I SLAB FOR OPTIONAL SLAB LEDGE <br />e <br />WoX80OHDR REMAINDER OF DETACHED BARN <br />------ . 9'_2°. _ STRUCTURE BY OTHERS <br />8-� <br />NL ATCH EX6TIN6 BARN DIMMN QN1 <br />ate• <br />9 REFERENCE PLAN <br />S2 DETACHED BARN PLAN SHOWN FOR <br />LOCATION REFERENCE ONLY <br />O COPYRIGHT HANSON GROUP, LLC 2017 <br />FRAME WALL ABOVE <br />SLOPE GRADE AWAY <br />6" FROM FOUNDATION - <br />MIN. PROVIDE ADEQUATE <br />DRAINAGE SWALE <br />i�r) I I I I I I; AROUND BARN AS REQ'D <br />BY OTHERS - VERIFY w/ <br />I I I- SURVEYOR <br />VERT. BARS @ 36"OZ, <br />2" TO VERT. BARS & HOOKS <br />�I <br />10 _.,,,WA : SECTION <br />S2 ter' RETAINING WALL TYPE <br />DETACHED BARN <br />FOUNDATION WALL <br />20" WIDE x 8" DEEP MIN. <br />CONCRETE STRIP FOOTING , <br />CENTERED ON WALL <br />- LOWER AS REM FOR <br />FROST PROTECTION <br />FRAME WALL ABOVE <br />2 x 6 MIN. TREATED SILL PLATE <br />w/ NO PLATE OVERHANG AT GARAGE <br />AND Y2" MAX. PLATE OVERHANG AT WALKOUT <br />& @ 12" O.C. AT INTERIOR SUPPORTS <br />Y2°0 x 10" LONG ANCHOR <br />MAINTAIN 6" MIN. STEM WALL <br />BOLTS (7" MIN. EMBED) <br />LOCATIONS SHOWN <br />@ 72" O.C. MAX. OR EQUIV. <br />SLOPE GRADE AWAY <br />ALTERNATIVE OPTION) <br />SLAB -ON -GRADE <br />FROM FOUNDATION 6" <br />,I <br />PER PANEL <br />' MIN. <br />NAIL SHEATHING TO HEADER w/ 8d <br />I) <br />NAILS @ 3" O.C. EA. WAY TYP. <br />I <br />2" LEDGE <br />#4 HORIZ. BAR @ TOP OF WALL <br />"vAv' 16d .SINKER NAIL @ 3" ^v.C. <br />(2) 2x6 BEARING <br />8" MIN. C.I.P. <br />#4 x 2'-0" DOWELS <br />a <br />LOCATE PANEL JOINT WITHIN 2'-0" FROM <br />CONCRETE WALL <br />@ 72" O.C. <br />A <br />_ BLOCKING -REQUIRED AT SHEATHING JOINT) <br />(5" MIN. EMBED) <br />(2) 2x6 BEARING STUDS & (2) 2x6 FULL <br />20" WIDE x 8" DEEP MIN. <br />CENTERED IN <br />WALL BELOW <br />CONCRETE STRIP FOOTING <br />WALL <br />CENTERED UNDER WALL - <br />4Q <br />PROVIDE ADEQUATE FROST <br />PROTECTION <br />WALL SECTION <br />S2 GARAGE AND WALKOUT <br />FOUNDATION WALL <br />FASTEN TRUSS ABOVE <br />SHEAR WALL AND <br />ADJACENT OVERHEAD <br />DOOR w/ 8d NAILS @ 6" O.C. - - <br />HEADER & BEARING/KING STUDS <br />AT SIDES OF OPENINGS -! <br />PLAN AND FRAMING NOTES <br />TYPICAL 2 x 6 STUDS @ 16" O.C.-- <br />PROVIDE DOUBLE STUDS AT END OF- ---- <br />SHEARWALL <br />HATCHED AREA INDICATES Y6" 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 />SIMPSON STHD14 EMBEDDED <br />HOLDOWN ANCHOR AT <br />LOCATIONS SHOWN <br />(REFER TO 4/S2 FOR <br />ALTERNATIVE OPTION) <br />(2)Y"0 ANCHOR BOLT (7" MIN EMBED) <br />,I <br />PER PANEL <br />FOUNDATION WALL BELOW <br />nv"+ <br />d <br />6 FRAMING DETAIL <br />S2 GARAGE SHEARWALL <br />ROOF BY SUPPLIER <br />SIMPSON MSTC28 <br />STRAP AT CORNERS <br />(SHOWN ABOVE) <br />4 A <br />(12) Y4" 0 x 4Y2' LONG <br />SIMPSON SDS SCREWS <br />THROUGH PLYWOOD INTO <br />END GRAIN OF BEAM <br />1� I <br />SECTION VIEW <br />SIMPSON HTT5 HOLDOWN <br />ANCHOR AT LOCATIONS <br />SHOWN wIY2"O x 12" LONG <br />SIMPSON TITEN HD <br />SCREW-IN ANCHOR <br />Reviewed for C0,10 <br />Compliance C!' ' of Orono <br />z /57 <br />Reviewer <br />CONCRETE <br />FOUNDATION <br />BELOW ORONO <br />cup <br />4 FRAMING DETAIL <br />S2 POST -INSTALLED HOLDOWN OPTION <br />CONTINUOUS HEADER <br />SEE PLAN <br />FASTEN TRUSSES ABOVE w/ <br />(3) 8d TOENAILS AND A <br />SIMPSON H2.5 CLIP <br />PROVIDE 2x6 INFILL WALL ABOVE HEADER ---"''- <br />LARGE HATCH AREA INDICATES %s' OR THICKER — <br />PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR <br />SIDE OF STUDS w/ STANDARD 6"112" NAILING <br />FASTEN KING STUD TO HEADER W/-/ <br />(2) ROWS 16d SINKER NAILS @ 3" O.C. <br />SIMPSON MSTC40 STRAP ON INSIDE FACE <br />OF WALL AT LOCATIONS SHOWN (PROVIDE <br />SPACER TO FLUSH OUT HEADER TO WALL <br />STUD THICKNESS) <br />SMALL HATCH AREA INDICATES Y16" OR THICKER PLYWOOD--' <br />OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS <br />(NAIL SHEATHING AROUND PERIMETER w/ (2) ROWS 8zt NA1LS <br />@ 3" O.C. STAGGERED & TO PLATES / BLOCKING @ 3" O.C.) <br />(1) 2x6 BEARING STUD & (1) 2x6 FULL <br />HEIGHT STUD AT THIS END OF HEADER <br />SIMPSON STHD14 EMBEDDED HOLDOWN_/ <br />ANCHOR AT LOCATIONS SHOWN <br />(REFER TO 4/S2 FOR ALTERNATIVE OPTION) <br />GIRDER TRUSS BY SUPPLIER <br />`-FASTEN BOTTOM OF TRUSS NEAREST TO <br />BUMP OUT CORNER TO TOP OF TOP <br />PLATES w/ SIMPSON LSTA18 STRAP <br />SOLID PIECE OF 1Y8" <br />PLYWOOD (OR TWO PIECES <br />%" PLYWOOD) EACH SIDE OF <br />BUMP OUT AS HATCHED <br />2x10 JOISTS w/ (3) 9Y2" <br />LVL OUTER BEAM (JOIST <br />HANGERS NOT SHOWN <br />FOR CLARITY) <br />0 ANCHOR BOLT (7" MIN. EMBED)-/// <br />w/ 2" x 2" x %6" PLATE WASHER AT <br />LOCATIONS SHOWN <br />LENGTH OF CONTINUOUS HEADER <br />Highmark Builders <br />8720 Eagle Creek Parkway <br />Savage, MN 55378 <br />Revision Date Description <br />1 11-20-17 Barn Foundation at High Grade <br />PLANS SHOWN LIGHT IN BACKGROUND ARE FOR <br />LOCATION REFERENCE ONLY. PLAN NOTES AND <br />ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY <br />SUPPORT THE HANSON GROUP'S DESIGN. <br />ilf <br />,I <br />NAIL SHEATHING TO HEADER w/ 8d <br />NAILS @ 3" O.C. EA. WAY TYP. <br />FASTEN TOP PLATE TO HEADER w/ (2) <br />' <br />"vAv' 16d .SINKER NAIL @ 3" ^v.C. <br />(2) 2x6 BEARING <br />STUDS MIN. <br />LOCATE PANEL JOINT WITHIN 2'-0" FROM <br />CENTER OF WALL HEIGHT AS REQ'D (2x SOLID <br />'• <br />_ BLOCKING -REQUIRED AT SHEATHING JOINT) <br />(2) 2x6 BEARING STUDS & (2) 2x6 FULL <br />HEIGHT KING STUDS AT THIS END <br />•FOUNDATION <br />WALL BELOW <br />4Q <br />A a 44 a^ � <br />2'-1 "± <br />9'-3"± <br />a <br />Ba <br />d <br />6 FRAMING DETAIL <br />S2 GARAGE SHEARWALL <br />ROOF BY SUPPLIER <br />SIMPSON MSTC28 <br />STRAP AT CORNERS <br />(SHOWN ABOVE) <br />4 A <br />(12) Y4" 0 x 4Y2' LONG <br />SIMPSON SDS SCREWS <br />THROUGH PLYWOOD INTO <br />END GRAIN OF BEAM <br />1� I <br />SECTION VIEW <br />SIMPSON HTT5 HOLDOWN <br />ANCHOR AT LOCATIONS <br />SHOWN wIY2"O x 12" LONG <br />SIMPSON TITEN HD <br />SCREW-IN ANCHOR <br />Reviewed for C0,10 <br />Compliance C!' ' of Orono <br />z /57 <br />Reviewer <br />CONCRETE <br />FOUNDATION <br />BELOW ORONO <br />cup <br />4 FRAMING DETAIL <br />S2 POST -INSTALLED HOLDOWN OPTION <br />CONTINUOUS HEADER <br />SEE PLAN <br />FASTEN TRUSSES ABOVE w/ <br />(3) 8d TOENAILS AND A <br />SIMPSON H2.5 CLIP <br />PROVIDE 2x6 INFILL WALL ABOVE HEADER ---"''- <br />LARGE HATCH AREA INDICATES %s' OR THICKER — <br />PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR <br />SIDE OF STUDS w/ STANDARD 6"112" NAILING <br />FASTEN KING STUD TO HEADER W/-/ <br />(2) ROWS 16d SINKER NAILS @ 3" O.C. <br />SIMPSON MSTC40 STRAP ON INSIDE FACE <br />OF WALL AT LOCATIONS SHOWN (PROVIDE <br />SPACER TO FLUSH OUT HEADER TO WALL <br />STUD THICKNESS) <br />SMALL HATCH AREA INDICATES Y16" OR THICKER PLYWOOD--' <br />OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS <br />(NAIL SHEATHING AROUND PERIMETER w/ (2) ROWS 8zt NA1LS <br />@ 3" O.C. STAGGERED & TO PLATES / BLOCKING @ 3" O.C.) <br />(1) 2x6 BEARING STUD & (1) 2x6 FULL <br />HEIGHT STUD AT THIS END OF HEADER <br />SIMPSON STHD14 EMBEDDED HOLDOWN_/ <br />ANCHOR AT LOCATIONS SHOWN <br />(REFER TO 4/S2 FOR ALTERNATIVE OPTION) <br />GIRDER TRUSS BY SUPPLIER <br />`-FASTEN BOTTOM OF TRUSS NEAREST TO <br />BUMP OUT CORNER TO TOP OF TOP <br />PLATES w/ SIMPSON LSTA18 STRAP <br />SOLID PIECE OF 1Y8" <br />PLYWOOD (OR TWO PIECES <br />%" PLYWOOD) EACH SIDE OF <br />BUMP OUT AS HATCHED <br />2x10 JOISTS w/ (3) 9Y2" <br />LVL OUTER BEAM (JOIST <br />HANGERS NOT SHOWN <br />FOR CLARITY) <br />0 ANCHOR BOLT (7" MIN. EMBED)-/// <br />w/ 2" x 2" x %6" PLATE WASHER AT <br />LOCATIONS SHOWN <br />LENGTH OF CONTINUOUS HEADER <br />Highmark Builders <br />8720 Eagle Creek Parkway <br />Savage, MN 55378 <br />Revision Date Description <br />1 11-20-17 Barn Foundation at High Grade <br />PLANS SHOWN LIGHT IN BACKGROUND ARE FOR <br />LOCATION REFERENCE ONLY. PLAN NOTES AND <br />ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY <br />SUPPORT THE HANSON GROUP'S DESIGN. <br />SIMPSON MSTC28 STRAP AT CORNERS <br />SOLID PIECE OF 1,Y8" PLYWOOD (OR TWO <br />PIECES 4" PLYWOOD) EACH SIDE OF <br />BUMP OUT POCKETED INTO 2x6 LSL <br />FULL HEIGFI T WALL STUDS & FASTENED <br />AROUND PERIMETER w/ (2) STAGGERED <br />ROWS OF NAILS, EACH AT 6" O.C. <br />2 x 10 JOISTS <br />(3) 9Y2" LVL OUTER BEAM <br />SIMPSON MSTC28 STRAP AT CORNERS <br />SOLID PIECE OF 1Y8" PLYWOOD (OR TWO <br />PIECES %" PLYWOOD) EACH SIDE OF <br />BUMP OUT POCKETED INTO 2x6 LSL <br />FULL HEIGHT WALL STUDS & FASTENED <br />AROUND PERIMETER w/ (2) STAGGERED <br />ROWS OF NAILS, EACH AT 6" O.C. <br />7 FRAMING DETAIL <br />S2 GARAGE FRONT PORTAL FRAME <br />A - WALL PLAN <br />B - JOIST PLAN <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 />(2) 2x6 GT BRG under the laws of the State f innesota. <br />Signed: <br />2x6 LSL FULL HEIGHT EACH <br />SIDE OF INSET PLYWOOD Print Name: Tre or Axner <br />SIMPSON A35 FRAMING Date: 11-20-17 License Number: 45470 <br />ANGLE TOP AND BOTTOM <br />OF OUTER 2x6 LSL <br />RECEIVED <br />DEC 12 2017 <br />CITY OF ORONO <br />2x10 INNER RIM <br />3407 Kilmer Lane North <br />Suite 4Im" <br />Plymouth, MN 55441 <br />Tel 612-708-3572 <br />www.hansongroupmn.com <br />(2) 2x6 GT BRG <br />i LSL FULL HEIGHT EACH <br />IE OF INSET PLYWOOD <br />IPSON A35 FRAMING <br />GLE TOP AND BOTTOM <br />... OUTER 2x6 LSL - <br />LOCATE ANCHOR BOLT <br />BELOW WITHIN 12" OF <br />LSL STUDS <br />Kahlert / Hanson Residence <br />1284 Wlldhurst Trail <br />Orono, MN <br />FRAMING DETAIL Project Number: 7.434 <br />S2 WINDOW BUMP OUT Date: September 8, 2017 <br />Sheets: 2 of 2 S2 <br />NAIL SHEATHING TO HEADER w/ 8d <br />NAILS @ 3" O.C. EA. WAY TYP. <br />FASTEN TOP PLATE TO HEADER w/ (2) <br />' <br />"vAv' 16d .SINKER NAIL @ 3" ^v.C. <br />(2) 2x6 BEARING <br />STUDS MIN. <br />LOCATE PANEL JOINT WITHIN 2'-0" FROM <br />CENTER OF WALL HEIGHT AS REQ'D (2x SOLID <br />'• <br />_ BLOCKING -REQUIRED AT SHEATHING JOINT) <br />(2) 2x6 BEARING STUDS & (2) 2x6 FULL <br />HEIGHT KING STUDS AT THIS END <br />•FOUNDATION <br />WALL BELOW <br />4Q <br />A a 44 a^ � <br />2'-1 "± <br />9'-3"± <br />SIMPSON MSTC28 STRAP AT CORNERS <br />SOLID PIECE OF 1,Y8" PLYWOOD (OR TWO <br />PIECES 4" PLYWOOD) EACH SIDE OF <br />BUMP OUT POCKETED INTO 2x6 LSL <br />FULL HEIGFI T WALL STUDS & FASTENED <br />AROUND PERIMETER w/ (2) STAGGERED <br />ROWS OF NAILS, EACH AT 6" O.C. <br />2 x 10 JOISTS <br />(3) 9Y2" LVL OUTER BEAM <br />SIMPSON MSTC28 STRAP AT CORNERS <br />SOLID PIECE OF 1Y8" PLYWOOD (OR TWO <br />PIECES %" PLYWOOD) EACH SIDE OF <br />BUMP OUT POCKETED INTO 2x6 LSL <br />FULL HEIGHT WALL STUDS & FASTENED <br />AROUND PERIMETER w/ (2) STAGGERED <br />ROWS OF NAILS, EACH AT 6" O.C. <br />7 FRAMING DETAIL <br />S2 GARAGE FRONT PORTAL FRAME <br />A - WALL PLAN <br />B - JOIST PLAN <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 />(2) 2x6 GT BRG under the laws of the State f innesota. <br />Signed: <br />2x6 LSL FULL HEIGHT EACH <br />SIDE OF INSET PLYWOOD Print Name: Tre or Axner <br />SIMPSON A35 FRAMING Date: 11-20-17 License Number: 45470 <br />ANGLE TOP AND BOTTOM <br />OF OUTER 2x6 LSL <br />RECEIVED <br />DEC 12 2017 <br />CITY OF ORONO <br />2x10 INNER RIM <br />3407 Kilmer Lane North <br />Suite 4Im" <br />Plymouth, MN 55441 <br />Tel 612-708-3572 <br />www.hansongroupmn.com <br />(2) 2x6 GT BRG <br />i LSL FULL HEIGHT EACH <br />IE OF INSET PLYWOOD <br />IPSON A35 FRAMING <br />GLE TOP AND BOTTOM <br />... OUTER 2x6 LSL - <br />LOCATE ANCHOR BOLT <br />BELOW WITHIN 12" OF <br />LSL STUDS <br />Kahlert / Hanson Residence <br />1284 Wlldhurst Trail <br />Orono, MN <br />FRAMING DETAIL Project Number: 7.434 <br />S2 WINDOW BUMP OUT Date: September 8, 2017 <br />Sheets: 2 of 2 S2 <br />