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<br /> DESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.
<br /> CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT,STANDARD INDUSTRY PRACTICE.AND THE CODE.
<br /> NOTES Youngfield Homes,Inc"
<br /> 1,THESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO CONSTRUCTION DOCUMENTS FOR MORE
<br /> INFORMATION. . W 22260 Dodd Boulevard
<br /> E. o z
<br /> 2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O.,WHICH Fsi
<br /> Lakeville, MN 55044
<br /> MEETS STUDS SPACED
<br /> REQUIREMENTS OF CODE SECTION 8602.10.4-WSP AND CS-WSP. J w w
<br /> A.2x6 STUDS SPACED @ 16'O.C. m o w
<br /> B.EXTERIOR SHEATHING:(1 MIN.STRUCTURAL PANEL SHEATHING w/8tl NAILS @ 6'O.0 AT PANEL EDGES AND 12' /....441-_- _-:.1.
<br /> 4,�, �J 0 0
<br /> O.C.AT INTERMEDIATE SUPPORTS OR 1W 16 GAUGE STAPLES @ 3'/6'SPACING. `_ -. „BRACED (3-FTI ,s (5•FT) y - y ,(4-PT) ¢m; a
<br /> 3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O. a* „• .-.--.-5 ..... '1 7.14.12..--"."7771':6:-.''--1-- \ 3r
<br /> A 2x4 OR 2x6 STUDS SPACED @ 115.0.C. UNE "x""'-"4L�`'''`M'�a.:','.:/,y ... -" _rr _ -..,. .,. ..,.,-.,. •Y
<br /> "' "^` .� , 4, Revision Date Description
<br /> B.WALL SHEATHING:W.MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/Stl COOLER NAILS @ 8'O.C.MAX.OR ""' a is TY.w -
<br /> TYPE SAN WALLBOARD SCREWS @ 16.O.C.MAX(%MINIMUM STUD PENETRATION) * .i r-� .. BRADEP-} t4 ,�} lam)=
<br /> 4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. GALL
<br /> / (SFT) (SFT) - - -"` :< _ WALL UNE aa-`rY'"'t r • """" '
<br /> A.FLOOR FRAMING SPACED ATEMAXIMUM OF 24.ac. WALL UNE ><s"=="O '=y :; _ '"^ L EV ,u�§' -"
<br /> B.FLOOR SHEATHING:55"STRUCTURAL PANEL SHEATHING w/8d NAILS @ 6.O.0 AT PANEL EDGES AND 12'O.C.AT -- me,a ,'{ f4-FT) t '.
<br /> INTERMEDIATE SUPPORTS. e. 3 -; .� a t J- -
<br /> 5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA ,. •
<br /> w
<br /> A.ROOF FRAMING SPACED AT A MAXIMUM OF 24.0.C. ° "-':w.{"`� � � _ r
<br /> Jp r y
<br /> B,FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CUPS OR EQUIVALENT AND(3)80 TOENAILS. -� a --
<br /> C.ROOF SHEATHING:Yz'STRUCTURAL PANEL SHEATHING w/84 NAILS @ 6'0.0 AT PANEL EDGES AND 12'O.C.AT ,�< m .R e e`T" �,',.� V , _ _,u, y Y
<br /> INTERMEDIATE SUPPORTS OR 1%.16 GAUGE STAPLES @ 3•/6•SPACING. \ -- x�•s
<br /> 6.ALONG LENGTH OF WALLS,LAP WALL TOP PLATES A MINIMUM OF 24'AND FASTEN TOGETHER WITH(8)16d NAILS IN w .z .,,� "
<br /> LAP NECT. N CORNERS AND LY NOTED
<br /> ARE LAP PLATES IAC AND PROVIDE WI(2)10d FACE LE R6 - ; -' - , 4,4 } ` • j = -
<br /> a PPP
<br /> 7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE 8602.311). r _n4 o 5o . •
<br /> -' r ii°- '"i = T. :�'- k _ _ -- ,,x i 7T 5 "� >\ -
<br /> 8.ACCEPTABLE AT CORNER STRAP LOCATIONS TO HAVE TWO FULL HEIGHT STUDS ORIENTED IN EITHER DIRECTION .-_-,....+ ; ya„ - `"',, '' "Aj .' + r .-•.I' �3 ,'- k ' 3
<br /> FASTENED TOGETHER w/8d x 3'LONG NAILS @ 3.ON-CENTER.CALIFORNIA CORNERS OR TRADITIONAL CORNERS A, r,...�. .- xq ....±077•7';',"7-1-
<br /> 0 .m rt ""'a" ..::J : - _ a ....... .. - �-+.
<br /> ARE ACCEPTABLE PROVIDED FULL HEIGHT SAWN BLOCKING STUD IS DIRECTLY BEHIND FLAT PORTION OF STUDS r-; '� -_� -- '_ `'J' ! + yyl _ __ _
<br /> FASTENED TOGETHER IN A SIMLAR FASHION. I ' .-: } _a .n • \3� "• =8 „ -�R _ PLANS SHOWN LIGHT IN BACKGROUND ARE FOR
<br /> 9.FRONT PORCHES ARE PRIMARILY OPEN NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL ` - o' 1_.n. T, .- - 1 --' 1 _ _ "�3" 4 1 LOCATION REFERENCE ONLY.PLAN NOTES AND
<br /> i w
<br /> MAIN WINDFORCE SYSTEM OF THE HOME. _ y ; �- * ` R� Y. "I - ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br /> MATERIALSL STUDS( ) 's,� �'r m f x -'r P rIf •1 'V a 1 4 jI 'I SUPPORT THE HANSON GROUPS DESIGN.
<br /> OR BETTER
<br /> WALL STUDS(OVER 101- SPF NO.2 GRADE OR BETTER ROOF DEAD LOAD: 15 PSF U - $ ._ "„ ` + ..�, z_`t-:�,.. 1.2.
<br /> BRACED y"" - ,
<br /> DIMENSIONALWM LU10'MBER:LESPF NO2 DGRADEEOR BETTER FLOOR LIVE LOAD: 40 PSF • r ` (7 ) a r: 3 i .1 /ay+Y^ )3 j� -WALL UNE T_. �; ., } N }.....•
<br /> = 4y� +. d J
<br /> T
<br /> TREATED LUMBER: SVP N0.2 GRADE OR BETTER FLOOR DEAD LOAD: 15 PBF - _ i
<br /> LSL: 1W WIDTH-1.55E OR BETTER WIND LOAD: 90 MPH EXP.B i
<br /> LVL 1�'WIDTH-1.9E OR BETTER J w "• v HI
<br /> CONSTRUCT i.. _ ) ED
<br /> r .
<br /> CODE PORTAL FRAME ASS?» "' WALL LI E_ (3.'• • ""$iiFT)
<br /> 2015 MINNESOTA RESIDENTIAL CODE w Jy 1 'r' .- - - - 3-." (2 SST)
<br /> SHOWN IN 3/S1 •i -. �. T�.h _ -
<br /> R
<br /> (MIN.LENGTH) PROVIDE TOP OF WALL M1 11."y_. - gQp- + -- - y E
<br /> ® -INDICATES EXTERIOR BRACED WALL PANEL w/SHEATHING ON EXTERIOR CONNECTIONS SHOWN FOR -r _ 74- - ( '1 BRACED - - r.n oo-.. _ }
<br /> FACE IN ACCORDANCE w/NOTE 2.PROVIDE INCREASED FASTENING FLAT 2x6 @ 24.O.C. _- _._ 4 ere, I a +
<br /> BRACED WALL PANELS ALONG +
<br /> REQUIREMENTS AS SHOWN BELOW. (MIN.(3)PER BRACED ++ �^,= "1 --WALL LINE " 71-(;`' Z T
<br /> WALL PANEL)
<br /> INDICATED PORTION OF WALL o __ ..<._... ..i y y,.
<br /> • _x ORONO(MIN.LENGTH) .'' w : COPY
<br /> INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING BOTH TRUSSES U l y/ WALL UNE ( 'f Jq-F-L)
<br /> FACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3,SPACED AT 4" ..^"^ -"-
<br /> OC.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN xxLL
<br /> BELOW. ID�re11 m3 z U
<br /> 1 1-INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE (4)0.131-0
<br /> .... SIMPSON x 1 a
<br /> CONSTRUCTED AS SHOWN IN THE DETAL SHEETS. x 3'NAILS A3S REFERENCE PLAN U U
<br /> BRACED FRAMING
<br /> WALL PANEL .8.:. ANGLE ® MAIN LEVEL HOUSE PLAN SHOWN
<br /> REPRESENTS
<br /> ROOF TRUSSES EACH END FOR LOCATION REFERENCE ONLY
<br /> FIGURE FASTENED TO PLATES BRACED WALL CONNECTION
<br /> R602.1D.92(3)
<br /> !iv. w/(3)8dTOENAILS B
<br /> SIMPSON H2,5 CLIP (ROOF TRUSSES) REFERENCE PLAN
<br /> ROOF TRUSS
<br /> FASTENED TO UPPER LEVEL HOUSE PLAN SHOWN
<br /> FRAME 2.4 BOX PROVIDE 12'WIDTH WEB
<br /> AROUND SPACE r 2x4 BLOCKING PLATES w/811 STIFFENER FOR ATTACHMENT FOR LOCATION REFERENCE ONLY
<br /> BETWEEN TRUSS w/ BETWEEN TOENAILS@ OF FRAMING ANGLE
<br /> SAME SHEATHING TRUSSES NAILED 6'O.C. FLOOR
<br /> AND FASTENING AS TO TOP PLATES w/ JOISTS
<br /> (3)80 NAILS EACH NAIL BOTTOM ' ' LARGE HATCH AREA INDICATES%e OR
<br /> WALL BELOW PLATE TO RIM/ ��n.1 PROVIDE 2461NFILL WALL ABOVE HEADER AS REO•D THICKER PLYWOOD OR OSB SHEATHING
<br /> (OR REPLACE / JOIST/BLOCKING APPLIED TO EXTERIOR SIDE OF STUDS
<br /> ADEQUATE DEPTH PAIL BOTTOM _ CONTINUOUS LVULSL HEADER TO SUPPORT w/STANDARD 6•/12-NAILING
<br /> PLATE TO V E/(3)16d NAILS 14)0.131'0 AIMPSON
<br /> 2x MEMBER JOIST/BLOCKING 1Jl EVERY 16' x3'NAILS A35 VERTICAL LOADS E SUPPLIER
<br /> w/3)150 NAILS JOISTS FRAMING (MIN.3Y8.WIDTH&MIN.11y'DEPTH RECTO) PROVIDE FASTENING OF ABOVE FRAMING EQUAL TO
<br /> 812 x 3.W.WOOD .xxere l I THAT DETAILED FOR BRACED WALL PANELS
<br /> SCREWS @16"O.C. .'. EVERY IS ^I-. BRACED ����� ANGLE LENGTH OF CONTINUOUS HEADER
<br /> INSTALLED IN WALL PANEL EACH END
<br /> NAIL EACH JOIST p NAIL RIM TOP
<br /> ADDIf ON TO NAILS 70 TOP PLATES w/ PLATES w/ed FLAT 2x6 @ 24'0.C, T
<br /> -
<br /> (MAINNPPEfl
<br /> (318d TOENAILS TOENAILS @ (MIN.I3I PER BRACED `-; - -1---L - -L' 7 irr
<br /> LEVEL ROOF 6.O,C. WALL PANEL) / •.
<br /> TRUSS BEARING �J /WALLS ONLY) NAIL BOTTOM FLAT 2x8 @ 24'O.C. ) • ,
<br /> PLATE TO (MIN.(3)PER BRACED
<br /> NAIL BOTTOM LADDER TRUSS WALL PANEL) I I
<br /> 812 x 314'WOOD PLATE TO RIBBON w/(3)16d NAILS /
<br /> SCREWS @ 16"0.C. BRACE/TRUSS w/ i'_N EVERY 16' BRACED SIMPSON
<br /> INSTALLED IN "11� (3)16d NABSa/TRUSSES WALL PANEL A35 r,,• / Z
<br /> ADDITION TO NAILS - EVERY 16" - -=• FRAMING -
<br /> (MAINNPPER NAIL LADDER (4)0.131.0 4:: ANGLE
<br /> LEVEL ROOF r NAIL EACH TRUSS % TRUSS TO TOP 3'NAILS pV EACH END
<br /> TRUSS BEARING TO TOP PLATES w/ PLATES w/80 ;;_ iiil. / /
<br /> 3 8d TOENAILS NAILS @ 6.O.C. B:!�i.i.i s!L 4 J
<br /> WALLS ONLY) (I /i .�� SIMPSON MSTC40 STRAP ON INSIDE FACE
<br /> T. FLOOR 0 NAIL SHEATHING TO HEADER w/8d OF WALL(PROVIDE SPACER TO FLUSH
<br /> EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL JOISTS01 NAILS @ 3'O.C.EA,WAY TYP. OUT HEADER TO WALL STUD THICKNESS) '•
<br /> PROVIDE 12'WIDTH WEB w
<br /> PROVIDE TRUSS STIFFENER FOR ATTACHMENT O FASTEN KING STUD TO HEADER w/ -
<br /> 244 BLOCKING BETWEENlz-
<br /> DIRECTLY IN LINE OF FRAMING ANGLE FASTEN TOP PLATE TO HEADER w/(2) (2)ROWS lEd SINKER NAILS @ 3'O.C. t ,
<br /> TRUSSES NAILED TO TOP w/BRACED WALL BRACED WALL CONNECTION O " .
<br /> ROWS lEd SINKER NAILS @ 3'0.C.
<br /> PLATES vie(3)8d NAILS EACH PANEL FASTENED SMALL HATCH AREA INDICATES tin'OR
<br /> (FLOOR JOISTS) THICKER PLYWOOD OR OSB SHEATHING tlon or n
<br /> TO PLATES w/ed LOCATE PANEL JOINT WITHIN 2-0'FRON
<br /> CENTER OF WALL HEIGHT AS flEOD 2x SOLID APPLIED 70 EXTERIOR SIDE OF STUDS I hereby certify that this plan,specification repo
<br /> TOENAILS @ 6'O.C. FLOOR - ( ' SIMPSON HITS NAIL BOTTOM PLATE •
<br /> BLOCKING REQUIRED AT SHEATHING JCNT) (NAIL SHEATHING AROUND PERIMETER w/(2) HOEDOWN ANCHOR AT was prepared by me Or under my direct Supervision
<br /> 70 BLOCKING w/(3) TRUSSES 4: ROWS 8tl NAILS @ 3'O.C.STAGGERED a TO LOCATIONS SHOWN w/ and that I am a duly Lbeneed Professional Engineer
<br /> 16d NAILS EVERY 16" NAIL BOTTOM PLATE rB�N:�`_,7I L PLATES/BLOCKING @ 3.O.C.) under the laws of the State of Minnesota.
<br /> (3)&6 BEARING STUDS MIN. Yf0 x 12'LONG
<br /> TO BLOCKING w/(3) i,+'
<br /> (VERIFY w/SUPPLIER) SIMPSON 71TEN HD
<br /> PROVIDE FULL DEPTH 160 NAILS EVERY 16" (4)0131.0 SIMPSON STHD74 EMBEDDED HOEDOWN Signed: r;Y �
<br /> BLOCKING BETWEEN / SCREW-IN ANCHOR
<br /> JOISTS NAILED 70 x 3'NAILS ae.) (1)2x6 BEARING STUD d(1)2x6 FULL ( ANCHOR AT LOCATIONS SHOWN
<br /> .'• REFER TO MSI FOR ALTERNATIVE OPTIONS) Print Name- Nick Hanson
<br /> •� • HEIGHT STUD EACH END OF HEADER
<br /> W TOP PLATES w/(3)Btl DTE IN LIT BRACED •: S8PSON CONCRETE
<br /> .'°w 1 NAILS EACH DIRECTLY IN LINE WALL PANEL • i
<br /> eci
<br /> /BRACED WALL LTP4 f W O ANCHOR BOLT(7'MIN.EMBED)
<br /> PANEL FASTENED FLAT 2x6@24'O.C.♦•• FRAMING A 1/42 \FOUNDATION WAIL BELOW w/2"x7 xRI.PLATE WASHER S��FOUNDATION Date: 6-1-17 Ucense Number: 46665
<br /> QUIP EACH JOIST TO \ "'Cr,
<br /> TOP PLATE w/(3)Bd TO PLATES w/80 (MIN.(3)PER BRACED PLATE - BELOW
<br /> TOENAILS TOENAILS @ 6'O.C. WALL PANEL) EACH END 1 / t��, ( r ..
<br /> •.
<br /> •' FLAT 2E6 @ 24"O.C. SIMPSON . " . -`
<br /> NAIL BOTTOM PLATE NAIL BOTTOM PLATE (MIN.(3)PER BRACED LTP4 ° _ ' . .
<br /> TO BLOCKING w/(3) TO BLOCKING w/(3) WALL PANEL) FRAMING I'-7Yz'U 16-3'x I'-7W4
<br /> 16d NAILS EVERY 16• 16d NAILS EVERY 16" PLATE r `-{
<br /> EACH END 3407 Kamer Lane N
<br /> :•' BRACED Supe 4
<br /> PROVIDEKIFBETL WEPTH WALL PANEL �':'i A FRAMING DETAIL Plymouth,MN 55441
<br /> �� BLOCKING BETWEEN PROVIDE TRUSS .�.�.
<br /> TRUSSES NAILED TO DIRECTLY IN LINE (4)0.131'0 iiiii I ® FRAMING DETAIL
<br /> r
<br /> I. TOP PLATES w/(3)80 w/BRACED WALL x 3'NAILS !.: GARAGE FRONT PORTAL FRAME ® �w Tel 612.7083572
<br /> NAILS EACH PANEL FASTENED " _ POST-INSTALLED HOEDOWN OPTION
<br /> TO PLATES w/ed rmiiiii.ar.�l
<br /> NAIL EACH TRUSS TO TOP TOENAILS @ 6"0.C. FLOOR NNOTEFO APPLIES SYMMETRICALLY ACROSS DETAIL,
<br /> PLATE w/(3)8d TOENAILS TRUSSES
<br /> BRACED WALL CONNECTION
<br /> INTERIOR BEARINGWALL INTERIOR NON-BEARING WALL (FLOORONES) RECEIVED Albrecht Residence
<br /> SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO DETAILS SHOWN ABOVE ARE 2345 Oliver Hill
<br /> ROOF TRUSSES ABOVE.TO JOISTSTRUSSES/OLOCKING ABOVE.AND TO ALTERNATIVE CONNECTIONS TO BE2017' /-r �1 Orono,MN
<br /> JOISTSTRUSSES/BLOCKING BELOW.THESE PANELS ARE NOT NECESSARILY USED WHEN BRACED WALL PANEL JUN L L
<br /> REQUIRED TO ALIGN.BUT MAY DEPENDING ON PLAN LAYOUT. DOES NOT ALIGN WITH FRAMING,
<br /> THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE'MAIN WINDFORCE RESISTING SYSTEM'FOR THE ENTIRE
<br /> RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND
<br /> RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUPS DESIGN IS SHOWN ON THE STRUCTURAL CITY OF ORONO
<br /> DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. Project Number: 5.113 /•�
<br /> Date: June 1,2017 `J_
<br /> Sheets: 1 of 1
<br /> ®COPYRIGHT HANSON GROUP.LLC 2017 -
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