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FRAMEWALL ABOVE Highmark Builders 2 x 6 MIN.TREATED SILL PLATE Y'0 ANCHOR BOLT(7'MIN EMBED)w/ w/NO PLATE OVERHANG AT GARAGE NUT&)6'THICK x2"O OR SIMPSON HTT5 HOEDOWN 8720 Eagle Creek Parkway SEE 2/52 FOR TOP OF WALL SECTION NOTES: AND X.MAX.PLATE OVERHANG AT WALKOUT SQUARE ES OF SILL 36'0.C.(ETE FROM ANCHOR AT LOCATIONS EDGES OF SILL/CONCRETE WALL) _OCONNECTIONS AT FLOOR 1.SEE FRAMING NOTE 8 FOR MAIN LEVEL FLOOR SHEATHING.INSTALL IN STAGGERED PATTERN. /6.O z 10-LONG ANCHOR Savage, MN 55378 NON-BEARING WALL 2.NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. MAINTAIN 6'MIN.STEM WALL BOLTS(7"MIN.EMBED) SHOWN w/}6"O x 12"LONG 3.BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS.IF REQUIRED USE ADDITIONAL @ 72"O.C.MAX.OR EQUIV. SIMPSON TITEN HD \ SCREW-IN ANCHOR 2 x 4 SPACERS AS SHOWN IN FIRST SPACE. CONCRETE 2x8 MIN.SILL PLATE OA/ 4.HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 2'IN DIAMETER. FOUNDATION FLOOR TRUSSES BY SLOPE GRADE AWAY w/1J6'MAX.OVERHANG f SLAB-ON-GRADE BELOW Revision Dale Description SUPPLIER @ 19.2-O.C.MAX. �I (TO BE DESIGNED FOR FROM FOUNDATION I MIN. I_� III�) PLATE OVERHANG) OPIONAL OPEN SPACE AS SHOWN HAND FRAME MATERIAL OR MDIFT LADDER TRUSS AS 6" L. OR SHIFT FULL SHOWN w/2 x 6 LEDGER HIGH AND LOW -III— I MIN. \ / HEIGHT BLOCKING 2-LEDGE •} SIMPSON A35 FRAMING #4 HORIZ.BAR @ TOP OF WALL i q I I III I I _i ANGLE EITHER SIDE OF 0.131 0 z 3'LONG ,5l^ 8•MIN.C.I.P. . TRUSS w/l6)Btl x 1J6'NAILS NAILS @ 6"O.C. " 1 NAIL SHEATHING TO BLOCKING/TRUSSES #4 x 2'-0'DOWELS CONCRETE WALL +" SLOPE GRADE AWAY — EACH LEG OF ANGLE AND(3) II w/(12)ADDITIONAL 3.131 0 x 3"LONG NAILS @ 72"O.C. v " FROM FOUNDATION ed TOENAILS ..a11 (5"MIN.EMBED) 20'WIDE x 8"DEEP MIN. _ _ - ---- �� ------ CONCRETE STRIP FOOTING MAINTAIN 6'MIN.STEM AT , �� rn®dpOalA ll r I 1► CENTERED IN WALL CENTERED UNDER WALL- LEDGES-PROVIDE10"MIN. Ir PROVIDE ADEQUATE FROST FRAMING DETAIL WALL FOR EXTERIOR LEDGES (1 MIN.C.I.P.CONCRETE WALL PROTECTION e OVER 2'-SEE HOUSE PLANS (10"MIN.AT IT EXTERIOR LEDGE u� (6)D.1310zIT LONG , IF APPLICABLE) TOP NAILS THROUGH POST-INSTALLED HOEDOWN OPTION ,A BOTTOM CHORD TO ® WALL SECTION INSULATION BY OTHERS) SILL EACH SIDE OF C' ¢W BLOCKING I GARAGE AND WALKOUT SEE HOUSE PLANS 2" 0 ILy. rA FOUNDATION WALL #4 HORIZ.BARS @ 24"O.C. VERTICAL BAR OPTIONS: L. m FOUNDATION '+ gyp!' ....,_.,_........ .0,...4Ires____ WALL SEE 1152 TYPICAL" FOB ANCHORS, 1 3/4"PLYWOOD/OSB ONE SIDE OF #4 x 2'-0-DOWELS @ 72"O.C. #5 BARS @ 24"O.C.OR SILL.&WALL INFO BLOCKING w/(6)0.131 0 z 3'LONG NAILS 5'MIN.EMBED) #6 BARS @ 36'O.C. d CONTINUOUS HEADER ( TOP&BOTTOM OR 1/2'PLYWOOD/OSB IF REQUIRED, ' -< SEE PLAN PROVIDE 2x4 MIN. a EACH SIDE OF BLOCKING EACH wl(6) SPACERS UNTIL 0.131 0 x 3"LONG NAILS TOP 8 BOTTOM FASTEN TRUSSES ABOVE w/ LENGTH OF CONTINUOUS HEADER SPACES IN WHICH ---2_ (3)81:1 TOENAILS AND A _ 20"WIDE z 8'DEEP MIN. SLAB-0N-GRADE FULL HEIGHT PROVIDE 2 x 4 MIN BLOCKING TOP 8 SIMPSON H2.5 CLIP =� BLOCKING CAN BE BOTTOM OF TRUSSES AS REQUIRED TO lir? ��w;;=� CONCRETE STRIP FOOTING - ACHIEVE NAILING SHOWN(MIN.2 SPACES) �r� r� I�r INSTALLED,TOE NAIL INSTALL w/TOE NAILS EACH END FOR C` #I , TO FLOOR MEMBERS SPACE BLOCKING STABILITY �j NAIR FOR STABILITY �0 36"O.C.TYP. 1, „ 'i 1 t rail PROVIDE 2x6 INFILL WALL ABOVE HEADER ® WALL SECTION P#��"� WALL SECTION ® LARGE HATCH AREA INDICATES'/DD'"OR THICKER (0p�® el TYPICAL TOP OF WALL PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR AL�f�:DI ■ HOUSE FOUNDATION WALL ; '1 _ 111 PARALLEL TO FRAMING SIDE OF STUDS w/STANDARD 6"I12'NAILING FASTEN KING STUD TO HEADER wl lir (! NAIL SHEATHING TO HEADER w/ed I V' (2)ROWS 164 SINKER NAILS @3"O.C. 'I�II NAILS@3-O.0.EA.WAY TYP. # g II I FASTEN TOP PLATE TO HEADER w/(2) y it S ROWS 16d SINKER NAILS @ 3"O.C. e SIMPSON MSTC40 STRAP ON INSIDE FACE I 1 (12)0131• OF WALL AT LOCATIONS SHOWN(PROVIDE �� I (2)226 BEARING 1111 '.=-§ SIMPSON TS18 TWIST STRAP SPACER TO FLUSH OUT HEADER TO WALL I-"-�� r NAILS STUDS MIN. VIII ROOF TRUSSES BY EACH SIDE OF BRACING { STUD THICKNESS) IiRglMANUFACTURER @24' FASTEN TRUSS ABOVE 2'-1016-± i1O.C.MAX. _ ---_ _ SHEAR WALL AND - �` I1 LOCATE PANEL JOINT WITHIN 2'-0'FROM�:•'�11t•tN': ADJACENT OVERHEAD SMALL HATCH AREA INDICATES%d OR THICKER PLYWOOD j1/ FI CENTER OF WALL HEIGHT AS REQ'D(2x SOLID ROOF SHEATHIN `II IDOOR w/Btl NAILS @ 6"O.C. OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDSP# dl C (NAIL SHEATHING AROUND PERIMETER w/(2)ROWS Rd NAILS S' �� BLOCKING REQUIRED AT SHEATHING JOINT) 1111 f- @ 3"O.C.STAGGERED&TO PLATES•BLOCKING @ 3.O.C.) r, +,r (2)2x4 BLOCKING IN(1)TRUSS SPACE- //'� Ii P (2)206 BEARING STUDS 8(2)23,6 FULL TOENAIL EACH END-ADD THIRD PLY / 411/ I 1I1 HEIGHT KING STUDS AT THIS END (2)2 x 6 TOP PLATES WHERE KICKERS EXCEED 16 FT (1)2x6 BEARING STUD&(1)2x6 FULL Ii HEADER&BEARING/KING STUDS HEIGHT STUD AT THIS END OF HEADER ,. i (2)2x6 BRACING FASTENED TOGETHER w/ AT SIDES OF OPENINGS-SEE I' 1111 (2)ROWS OF NAILS @ 6'O.C.STAGGERED PLAN AND FRAMING NOTES 2x6 STRONG FROM BOTH SIDES-ADD THIRD PLY AND SIMPSON STHD14 EMBEDDED HOEDOWN Al j 1111 BACK WHERE USE LSL/LVL MATERIAL WHERE KICKERS ---_______ ANCHOR AT LOCATIONS SHOWN -'a”=x�� 7. FOUNDATION WALL BELOW ,"- KICKERS EXCEED EXCEED 16 FT TYPICAL 2 x 6 STUDS @ 16'O.C. (REFER TO 4/S2 FOR ALTERNATIVE OPTION) ``lli `` M �20°-40' PROVIDE DOUBLE STUDS ATEND OFLL 4 • . SIMPSON A35 CLIP EACH SHEARWALL y ° d< a4 SIDE OF GABLE BRACING LOCATE KICKERS AT I a / 72"O.C.AT GABLE ENDS 9 3 N"0 ANCHOR BOLT(7'MIN.EMBED) :41wl2"x2"x)Ss PLATE WASHER AT ,/,/§ LOCATIONS SHOWN ® FRAMING DETAIL HATCHED AREA INDICATES Xs OR THICKER PLYWOOO'OSB EXTERIOR ¢ GARAGE FRONT PORTAL FRAME ® FRAMING DETAIL SHEATHING FASTENED TO STUDS w/ ` KICKERS AT ALL GABLE 6d NAILS @ 4'O.C.AT PANEL EDGES ENDS WALLS 8 @ 12'O.C.AT INTERIOR SUPPORTS I, SIMPSON STHD14 EMBEDDED I HOEDOWN ANCHOR AT LOCATIONS SHOWN (REFER TO 4'52 FOR I ROOF BY SUPPLIER ALTERNATIVE OPTION) _ I hereby certify that this plan,specification or report GIRDER TRUSS BY SUPPLIER was prepared by me or under my direct Supervision (2)x'0 ANCHOR BOLT(7'MIN EMBED) I and that I am a duly Licensed Professional Engineer PER PANEL (2)2x6 GT BRG `_ " ::, _ under the laws of the$tatepl�inneso[a. SIMPSON MSTC28 STRAP AT CORNERS ,Yw\I FOUNDATION WALL BELOW _ 0 e # I,�'-�'�='` Signed: A \•4 ' - _ I I SID LSF INSETNSL HEIGHT LYW EACH Print Name: Tre Or Axner 4+ SIDE OF PLYWOOD SOLID PIECE OF 1)b'PLYWOOD(OR TWO PIECES E'PLYWOOD)EACH SIDE OF SIMPSON AP:,5 FRAMING Dale: 9-6-17 License Number. 45470 I BUMP OUT POCKETED INTO206 LSL = ANGLE TOANO BOTTOM I FASTEN BOTTOM OF TRUSS NEAREST TO FULL HEIGHT WALL STUDS S FASTENED OF OUTER 6 LSL e FRAMING DETAIL BUMP OUT CORNER TO TOP OF TOP AROUND PERIMETER wI(2)STAGGERED I PLATES w/SIMPSON LSTA18 STRAP ROWS OF NAILS,EACH AT 6'O.C. A-WALL PLAN GARAGE SHARWALL ( PLY 'I,' SOLIDV/PIECE OF 1J6' / O R TWO PIECES F PLYWOOD)ASIDE O BUMP OUT AS HATCHED 2 z 10 JOISTS 2x10 INNER RIM • BU 3407 Kilmer Lane North 2x10 JOISTS w/(3)A)' (3)9}6•LVL OUTER BEAM in Plymouth.MN 55441 SIMPSON MSTC28 LVL OUTER BEAM(JOIST Tel 612-708-3572 Suite 4 STRAP AT CORNERS HANGERS NOT SHOWN www.hansongroupmn.com (SHOWN ABOVE) 0 FOR CLARITY) (2)2x6 GT ERG 1111 �, SIMPSON MSTC28 STRAP AT CORNERS lt'ilMM f 2x6 LSL FULL HEIGHT EACH OSIDE OF INSET PLYWOOD Kahlert/Hanson Residence riiu�L SOLID PIECE OF r35 PLYWOOD(OR TWO :AFAII I PIECES X"PLYWOOD)EACH SIDE OF I DEOFSIMPSONA35 FRAMING BUMP OUT POCKETED INTO 2x6 LSL = ANGLE TOP AND BOTTOM p2)y"0x4)6"LONG FULL HEIGHTWALL STUDS&FASTENED OF OUTER 2x6 LSL- 1284 Wlldh urst Trail SDS SCREWS AROUND PERIMETER w/(2)STAGGERED LOCATE ANCHOR BOLT SIMPSON THROUGH SDS D INTO ROWS OF NAILS.EACH AT 6"O.C. BELOW WITHIN 12"OF Orono, MN END GRAIN OF BEAM B-JOIST PLAN LSL STUDS SECTION VIEW 8 FRAMING DETAIL Project Number: T434 ^2 WINDOW BUMP OUT Date: September 8,2017 J` Sheets: 2 of 2 zC COPYRIGHT HANSON GROUP,LLC 2017