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INDICATES MIN. (2) 2x6— <br />BEA RINGSTUIDS BELOW <br />CONTINUOUS HEADER <br />BETWEEN OPENINGS <br />TYP. U.N.O. <br />(3, FT) <br />R� <br />SIDE OWNERS BEDROOM EXTERIOR VAULTED TALL <br />WOOD WALL. VAULTED TO 144"± TO BE CONSTRUCTED <br />AS FOLLOWS: <br />• 2x6 @ 16' O.C. TYPICAL FULL HE IGHT WALL FRAMING <br />(BALLOON FRAMED TO BOTTOM OF VAULT) <br />• PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS <br />NOT TO EXCEED 10 -FT ALONG HEIGHT OF WALL <br />• PROVIDE (1) 2x6 BEARING STUD & (1) 2x6 FULL HEIGHT <br />KING STUD AT THE SIDES OF OPENINGS <br />• ALL 2x6 FRAMING MAY BE SPF OR LSL MATERIAL <br />• PROVIDE TOP OF WALL LATERAL BRACE AT PEAK AS <br />SHOWN IN 1S4 OR 4'S4 AS APPLICABLE <br />• PROVIDE TOP AND BOTTOM CF WALL CONNECTIONS <br />SHOWN FOR BRACED WALL PANELS <br />co <br />;1 <br />(5 FT) <br />CONSTRUCT RIGID <br />SHEAR PANEL AS <br />SHOWN IN 1 S5 <br />EXTENDED (2)9Y2` LVL <br />>: J <br />y J <br />SEE 21S4 FOR s <br />REAR GREAT v (3) 2,6 9 <br />ROOM TALL BEARING <br />WALL FRAMING STUDS <br />` IL._._.—__.--_._._._._. <br />I i <br />CONSTRUCT RIGID <br />SHEAR PANEL AS � ,—SIDE <br />4 -SEASON PORCH EXTERIOR VAULTED TALL WOOD <br />SHOWN IN 2/S5 <br />WALL. VAULTED TO 13'-l"± TO BE CONSTRUCTED AS <br />STUDS STUDS ! <br />FOLLOWS: <br />:XTENDEQ [2 )11 LVL <br />• 2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING <br />ro <br />(BALLOON FRAMED TO BOTTOM OF VAULT; <br />DASH -DOT LINES I <br />. PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS <br />F 8x8 SYP TREATED POSTS <br />NOT TO EXCEED 10 -FT ALONG HEIGHT OF WALL <br />• PROVIDE (1) 2x6 BEARING STUD & (1) 2x6 FULL HEIGHT <br />GIRDER TRUSSES <br />KING STUD AT THE SIDES OF ALL OPENINGS <br />rn <br />• PROVIDE (2) 2x6 FULL HEIGHT STUDS AT THE SIDE OF <br />CQ <br />FIREPLACE BUMPOUT <br />�w <br />• ALL 2x6 FRAMING MAY BE SPF OR LSL MATERIAL <br />• PROVIDE TOP OF WALL LATERAL BRACE AT PEAK AND <br />FIREPLACE EUMPOUTS AS SHOWN IN 31S4 OR 4/S4 AS <br />APPLICABLE <br />(3111%" L <br />(3) 2x6 (3) 2x6 I <br />BEARING BEARING I <br />I <br />(8-FT)i 6 <br />STUDS STUDS ! <br />PERGOLA BY OTHERS <br />i 8"x12" CEDAR TIMBER <br />..L1 I <br />r�t±wr rtonr i <br />ro <br />i BEAMS FOR PERGOLA ON <br />DASH -DOT LINES I <br />F 8x8 SYP TREATED POSTS <br />1 <br />INDICATE PRIMARY i <br />i w CAP BASE PER <br />`YP. <br />GIRDER TRUSSES <br />WALL <br />SUPPLIER <br />I <br />BY SUPPLIER TYP ! <br />(4 -FT) <br />i <br />INDICATES SPAN { <br />,r DIRECTION OF i <br />i •• TRUSSES BY j <br />J SUPPLIER TYP. i <br />1 ' ------- ------I- ----- I <br />kr _------------ ! <br />(3) 2x6 r rus 1 <br />I <br />- BEARING 3STUDS <br />{4) <br />Y bm 0.o <br />{4) 2x6 <br />BEARING (4) 2x6 Y' 02AS <br />STUDSBEARING v. <br />STUDS r� Zn <br />J o o v <br />CM [v 5 -FT) <br />' ch ri <br />(3.5 -FT) (3.5- FT) a (2)9Y2" LVL <br />CEZ= ® K <br />N <br />i <br />CEDAR RAFTERS FOR <br />I <br />PERGOLA BY OTHERS <br />i <br />i <br />SEE 5.S5 FOR MONO <br />i n <br />TRUSS CONNECTION TO <br />WALL <br />! <br />(4 FT) <br />(4 -FT) <br />CONSTRUCT <br />{2}9Y�' LVL �SHEARWALL <br />�w <br />AS <br />SHOWN IN 3,S5 <br />i <br />i <br />+ <br />y <br />i <br />- <br />1 <br />1 <br />. <br />1 <br />I <br />U_ <br />(4. FT) <br />(2)9Y" LVL <br />it <br />+ <br />o-= <br />K <br />% }I I <br />(3.5-F <br />4 <br />S... <br />;3)11% -LVL <br />(2)2x13 <br />CANTILEVERED BEAM TO HAVE LSTA 30 STRAP TO BEARING— r ±� ��, <br />STUDS BELOW ON EACH SIDE OF BACKSPAN-FASTEN <br />STRAPPED STUDS TO GIRDER TRUSS BRG STUDS w 0.276"0 <br />x 4" SDWS SIMPSON SCREWS @ 6" O.C. i Nrnw.r <br />STAIRWAY EXTERIOR WALL H=13' -10Y' ± MAX. TALL WOOD <br />WALLS TO TO BE CONSTRUCTED AS FOLLO'dVS: <br />• 2x6 STUDS @ 16' O.C. TYPICAL FULL HEIGHT WALL FRAMING <br />(BALLOON FRAMED) <br />• PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS <br />NOT TO EXCEED 10 -FT ALONG HEIGHT OF WALL <br />• PROVIDE HEADER PER FRAMING NOTES <br />• PROVIDE (1)2x6 BEARING STUDS & (2)2x6 FULL HEIGHT KING <br />STUDS EACH SIDE OF OPENING <br />• ALL 2x6 FRAMING MAY BE SPF OR LSL MATERIAL <br />[3) 2x6 ATau.■t ■./rTwo <br />v <br />BEARING arr■Macaw <br />i■wMre ru■ <br />ZPORCH p1 EXTERIOR WALL H=14'-6"± MAX. TALL WOOD J STUDS Q10"TV <br />WALLS TO TO BE CONSTRUCTED AS FOLLOWS: > j i �W <br />• 2x6 STUDS @16" O C. TYPICAL FULL HEIGHT WALL FRAMING ! ' 3°MIIIIIIIIIn <br />110°" ~ ` <br />(BALLOON FRAMED) ` °""R00" � =moo <br />■ PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS i3AR <br />R <br />NOT TO EXCEED 10 -FT ALONG HEIGHT OF WALL <br />• PROVIDE (2)2x6 FULL HEIGHT STUDS EACH CORNER-TYP. ! <br />• ALL 2x6 FRAMING MAY BE SPF OR LSL MATERIAL ! <br />I <br />(3) 2x6 <br />I BEARING <br />I <br />I STUDS u' <br />CONSTRUCT <br />REFERENCE PLAN STRUCTURAL <br />54 MAIN LEVEL PLAIN SHOWN FOR RACKET AS SHOWN <br />LOCATION REFERENCE ONLY IN 4:S5 EACH SIDE <br />OF GARAGE DOOR 1J <br />PLAN NOTES: <br />(12) 0.131" • A_L REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. <br />ROOF TRUSSES BY SIMPSON LTSI6TWIST STRAP NAILS (2) 2x10OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. <br />EACH SIDE OF BRACING • PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U N.O. <br />MANUFACTURER @ 24" . SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. <br />O.C. MAX. <br />ROOF SHEATHING <br />1(2) 2x4 BLOCKING IN (1) TRUSS SPACE - <br />TOENAIL EACH END - ADD THIRD PLY <br />(2) 2 x 6 TOP PLATESe40' <br />WHERE KICKERS EXCEED 16 FT <br />(2) 2x6 BRACING FASTENED TOGETHER w. <br />(2) ROWS OF NAILS @ 6" D.C. STAGGERED <br />fi STRONG FROM BOTH SIDES ADD THIRD PLY AND <br />CK WHERE USE LSLULVL MATERIAL WHERE KICKERS <br />KERS EXCEED EXCEED 16 FT <br />-0" <br />ACH <br />CING <br />PROVIDE 2x4 MIN <br />BLOCKING TOP & <br />BOTTOM OF <br />TRUSSES INSTALL w' <br />TOE NAILS EACH END <br />FOR STABILITY <br />SIMPSON A35 <br />FRAMING ANGLE <br />ONE SIDE OF <br />BLOCKING <br />FRAMING DETAIL <br />LATERAL BRACING BLOCKING <br />AT GABLE ENDS @ PEAKS & <br />KING STUD LOCATIONS <br />USE w TRUSS DEPTH <br />GREATER THAN 24" <br />NAIL SHEATHING TO BLOCK ING.+TRUSSES <br />wi (6) ADDITIONAL 0.131 O x 3' LONG NAILS <br />@ COPYRIGHT HANSON GROUP, LLC 2022 <br />314" PLYWOODiOSB ONE <br />SIDE OF BLOCKING w: (6) <br />0.131 0 x 3" LONG NAILS <br />TOP & BOTTOM OR 172' <br />PLYWOOD OSB EACH <br />SIDE OF BLOCKING <br />EACH W(6) 0-131 0 x 3" <br />LONG NAILS TOP & <br />} BOTTOM <br />ROOF TRUSSES BY <br />SUPPLIER @ 24" O.C- MAX. <br />4 FRAMING DETAIL <br />LATERAL BRACING BLOCKING <br />AT GABLE ENDS @ PEAKS & <br />KING STJD LOCATIONS <br />USE wl TRUSS DEPTH UP TO 24" <br />N <br />CONSTRUCT � <br />SHEARWALL AS <br />SHOWN IN 3155 (3 FT) <br />MIRRORED SIM (4.5 FT) (4.5 -FT) <br />BRACED WALL PANEL <br />FASTEN BOTTOM PLATE TO <br />RIBBON BRACE 1 TRUSS wl <br />(3) '6d NAILS EVERY 16" O.C. <br />NAIL FLOOR SHEATHING TO <br />BLOCKING w 8d NAILS @ 6"0 - C. <br />FASTEN BOTTOM 2x4 w., (3) 16d <br />NAILS EVERY 16" O.G. <br />FRAMEWALL ! BRACED <br />WALL PANEL BELOW <br />—CANTILEVERED FLOOR <br />TRUSS BY SUPPLIER <br />BLOCKING BETWEEN TRUSSES AS FOLLOWS: <br />• FLAT 2x4 TOP & BOTTOM <br />• 3/4" PLYWOOD SHEET NAILED TO 2x4's w <br />(8) 8d NAILS TOP & BOTTOM <br />• CIRCU_AR HOLE UP TO 6'0 MAY BE CUT <br />INTO CENTER OF PLYWCOD <br />5 SECTION <br />S4 AT BRACED WALL PANELS ABOVE <br />CANTILEVERED FLOOR FRAMING <br />NOTE <br />SECTION ONLY APPLIES WHEN BRACED WALL <br />PANELS ARE LOCATED ABOVE FLOOR <br />CANTILEVER- SEE PLAN FOR APPLICABILITY. <br />2 FRAMING DETAIL <br />54 REAR GREAT ROOM TALL WALL <br />NOTE <br />INFO APPLIES SYMMETRICALLY ACROSS DETAIL. <br />SIMPSON HTT5 HOLDO'WN <br />ANCHOR FASTENED TO <br />DOUBLE STUDS w Y"O x <br />12" LONG SIMPSON TITEN <br />HD SCREW-IN ANCHOR <br />CONCRETE <br />FOUNDATION <br />BELOW <br />6 FRAMING DETAIL <br />S4 POST -INSTALLED HOLDOWN OPTION <br />D.F.P. Planning & Design <br />9100 Baltimore St NE, Suite 106 <br />Blaine, MN 55449 <br />Revision Date Description <br />HANGERS PLANS SHCWN LIGHT IN BACKGROUND ARE FOR <br />IPPLIER LOCATION REFEFENCE ONLY. PLAN NOTES AND <br />ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY <br />SUPPORT THE HANSON GROUP'S DESIGN. <br />VIDE BLOCKING AS SHOWN <br />S4 OR 4?S4 ABOVE KING <br />DS AND PEAK AS <br />LICABLE <br />'ASTEN STUDS TOGETHER wl (3) <br />1-276'O x 6" SDWS SIMPSON <br />;CREWS ABOVE FRAMING ANGLE <br />-ASTEN HEADER TO STUDS w <br />;IMPSON LS50 FRAMING ANGLE <br />-ASTEN STUDS TOGETHER w (3) <br />1-276-0 x 6" SDWS SIMPSON <br />;CREWS BELOW FRAMING ANGLE <br />3) 2x6 LSL FULL HEIGHT KING STUDS <br />'ROVIDE DOUBLE STUDS AT <br />:ACH END OF WALL <br />FASTEN BOTTOM PLATE TO BLOCKING <br />IN FLOOR w' (3) 0.276'0 x 4" SDWS <br />SIMPSON SDWS SCREWS INSTALLED IN <br />ASTAGGERED PATTERN <br />BUILDER IS REQUIRED TO SEND FINAL TRUSS <br />LAYOUT DRAWINGS TO THE HANSON GROUP <br />PRIOR TO CONSTRUCTION FOR VERIFICATION OF <br />LOAD PATHS AND FRAMING SIZES LISTED <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 />Plymouth. MN 55441 <br />Tel 612-748-3572 <br />www.honsongroupmn.com <br />Wunderlich Residence <br />2726 Caroline Ave <br />Creno, MN <br />Project Number: 2.563 <br />Date: November 15. 2022 <br />Sheets: 2 of 3 <br />S4 <br />rn 75; <br />IT <br />It U <br />LC) Z LC) <br />Lc) ( <br />r)O <br />C? <br />Z w <br />Q <br />a- co <br />LL I� <br />LLT 0 <br />z_ ra <br />O <br />Cz Q <br />V J ILL .. <br />m z <br />X <br />0 <br />LL <br />VI— Q <br />ww:� <br />--w <br />0� <br />�w0 <br />z o <br />o q <br />z0 <br />� (D O <br />w �00 <br />Z� 00 <br />—0a- ()0 <br />Zg L. r1_ <br />i:::o <br />Zm �r <br />Q <br />J O c <br />^ o <br />1Lu az aao,._. <br />—coo- <br />z <br />� W � <br />Q6 IL O <br />0 oz <br />z <br />z D~Q <br />Q <br />N>— <br />Oa� <br />N o <br />o D :E <br />N Q Q <br />O Da- D <br />w <br />L) <br />^W <br />T�� w Qli <br />V1 l 0 <br />W ww <br />ZZ <br />az <br />0 1--1 <br />U0 <br />p <br />nW � <br />1� <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 />