|
SCOPE
<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. p 1-
<br /> Youngfleld Homes,Inc.
<br /> 1.NOTMESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO CONSTRUCTION DOCUMENTS FOR MORE I ,. m3 'w- 22260 Dodd Boulevard
<br /> INFORMATION. .17y ........_ LE _k.f T-T -....-....-.!S-t'..._.._...................._...............`. El
<br /> 1 Lakeville,MN 55044
<br /> 2.ALL E%TERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WRH THE Fg10WING CRITERIA,U.N.O..WHICH '" C- _-1a-��_ �¢�T MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP. +�-" ISO A.2x4 OR 2x6 STUDS SPACED @ 16.O.C. 7s-y9• I r_ 1,- - Q 0� .. _1 ) ••
<br /> +i JJ -- ....f[vXii
<br /> B.EXTERIOR SHEATHING:UP MIN.STRUCTURAL PANEL SHEATHING Wad NAILS @ e'O.0 AT PANEL EDGES AND 17 1E I�l ,n. !775 k I I ., ___ d d ___
<br /> O.C.AT INTERMEDIATE SUPPORTS OR UC'16 GAUGE STAPLES @ 3'IT SPACING. '°r ' ew"ce tl I aa'aa�''is I I b'p 1BRACED ��FT�.F`'" r`4I. T4-FTT
<br /> 3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.U.N.O. Z. S ^'^""^" ! G
<br /> A.244 OR 246 STUDS SPACED @ 16.0.C. '- * I L 1 I p 18 /bW (WALL LINE -`• r'l ,_t_ - Revision Date Description
<br /> B.WALL SHEATHING:Ye'MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/5d COOLER NAILS OF O.C.MAX.OR . T P F-1" 1 I ? if f
<br /> _ TYPE SRS WALLBOARD SCREWS @ 16'D.C.MAX N MINIMUM STUDPENETRATION)IBRACED .-1!-FTI- " L6f3I` �,--''1/2 -�2' O - 5^ ."I ra '"
<br /> 4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. .___--._ .-•-•'�+/�"• _ - L.\-Br y s,a-w
<br /> WALL LI _ - i, ' .Le •
<br /> A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24.O.C. �'° _J L ® r W aU (�+ 'r I yt 2 [
<br /> B.FLOOR SHEATHING:�'STRUCTURAL PANEL SHEATHING w/8d NAILS @ 8'O.0 AT PANEL EDGES AND 1Y O.C.AT k � n..47.„,/-L_
<br /> Y f. .........._1;,
<br /> � r i ~J -} t A 1 J" } -
<br /> •
<br /> d
<br /> INTERMEDIATE SUPPORTS. r-p.,y,•4 ry y?
<br /> 5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. ' `.. i .WA♦ _. _.-.__... II W� \ f g1) 1 FTI 'x 5, __
<br /> A.ROOF FRAMING SPACED AT A MAXIMUM OF 24"O.C. ` �'1 e,+s. ,. r _ _
<br /> B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H25 CUPS OR EQUIVALENT AND(3)8d TOENAILS. REFERENCE PLAN ,•L • 'r""'° ,I,�
<br /> C.ROOF SHEATHING:)55'STRUCTURAL PANEL SHEATHING w/BO NAILS @ 6'O.0 AT PANEL EDGES AND 12'O.C.AT ® " r.}
<br /> INTERMEDIATE SUPPORTS OR 1�'16 GAUGE STAPLES @ 3'/6"SPACING. PARTIAL LOWER LEVEL HOUSE PLAN $'T I 6Y
<br /> 6.ALONG LENGTH OF WALLS,LAP WALL TOP PLATES A MINIMUM OF 24'AND FASTEN TOGETHER WITH(8)16d NAILS IN SHOWN FOR LOCATION REFERENCE ONLY F n:br �
<br /> LAP ZONE.AT CORNERS AND INTERSECTIONS.LAP PLATES AND PROVIDE(2)10d FACE NAILS. I 'L. _ �---1 1 G 1 {1( (-� -`
<br /> 7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). - @@ FF x( i" ►►Y••
<br /> 8.RIS THE OPINION OF THE HANSON GROUP THAT THE ENTRY PORCH AND DECK ARE PRIMARILY OPEN, cr k d I :,1,,;NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAN WINDFORCE RESISTING SYSTEM OF - 4 ,,;,r 1 k' - F \ ITHE HOME.PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT POSTS AND TENSION CONNECTIONS AT LEDGERS. r ' J PLANS SHOWN LIGHi1N BACKGROUND ARE FOR
<br /> - �" I'Y - \ gC \ .'xLOCATION REFERENCE ONLY.PLAN NOTES AND
<br /> MATERIALSSTUD LOAD '. �d - "'1' (5 7 _'� �4 -11. r \ u� ' ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br /> .i.e 1.
<br /> 2[ ��'f�}, """~ -y SUPPORT THE HANSON GROUPS DESIGN.
<br /> WALL STUDS(10 OR LESS): SPF STUD GRADE OR BETTER R pF SNOW LOAD: 35 PSF 7-P
<br /> WALL STUDS(OVER 10'I: SPF NO.2 GRADE OR BETTER ROOF DEAD LOAD: 15 PSF ya
<br /> DIMENSIONAL LUMBER: SPF NO2 GRADE OR BETTER FLOOR LIVE LOAD: 40 PSF .5
<br /> TREATED LUMBER: SVP NO.2 GRADE OR BETTER FLOOR DEAD LOAD: 15 PSF x I -) - 4 - s-- 1f
<br /> LSL: 1W"WIDTH-1.55E OR BETTER WIND LOAD: 90 MPH EXP.B CAB lB "PV'-0` -ill.= ol_Ay 5 EI 41� Tr':
<br /> • .7` Y I`€-.,
<br /> LVL: 1�'WIDTH-1.9E OR BETTER Deck Y Iq PROVIDE TOP OF WALL 4 \tet I''i€,
<br /> CODE m ) `a CONNECTIONS SHOWN FOR .s;- .ms-+ „yBRACE
<br /> LL
<br /> S
<br /> i N �r- NDCATEDAPOR ONLO WOALL f (SFT) �-14Ff) 1
<br /> ZOIS MINNESOTA RESIDENTIAL CODE ; .---r ;iJ BRACT: em• --,�
<br /> --
<br /> BRACED =$ :� (�75-FT)p -t x " tri
<br /> (MIN.LENGTH) WALL LIN(: - -'" -�.+�" I �- M1 L 4
<br /> ®-INDICATES EXTERIOR BRACED WALL PANEL w/SHEATHING ON EXTERIOR C d
<br /> FLAT 2x6 @ 26'O C I "'"T-'" i
<br /> FACE IN ACCORDANCE w/NOTE 2.PROVIDE INCREASED FASTENING fX i4 I WALL LINE
<br /> REQUIREMENTS AS SHOWN BELOW. (MIN.(3)PER BRACED �c .r eaN
<br /> WALL PANEL) 1 v .3 "wlr L)s k `, :
<br /> (MIN.LENGTH) ROOF -
<br /> ®-INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING BOTH 'Y "�
<br /> FACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3,SPACED AT 4' TRUSSES Y RCrec•. x �!. w�c ��
<br /> O.C.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN el
<br /> BELOW. sl�ui is ' s _ REFERENCE PLAN
<br /> -INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE �� ' ® MAIN LEVEL HOUSE PLAN SHOWN
<br /> ( I (4)0.131'0 SIMPSON r-C e ~ 'c I = FOR LOCATION REFERENCE ONLY
<br /> " 77
<br /> CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS. x 3'NAILS A35 k" tI"O ° f a 1 Nim
<br /> BRACED FRAMING I� 1r ,/
<br /> ANGLE y
<br /> WALL PANEL } ilLl a l g ��IrI�J x,y
<br /> ii
<br /> REPRESENTS ROOF TRUSSES EACH END I4g1• ,=i71 �r' 1k' 1wF1) _
<br /> FIGURE FASTENED TO PLATES BRACED WALL CONNECTION PROVIDE TOP OF WA 1��
<br /> R602.10.82(3) w/(3)Btl TOENAILS 8 (ROOF TRUSSES) CONNECTIONS SHOWN P0-,. -A: 1 ern.,.. .s dVAIrr.N^ .
<br /> SIMPSON 62.5 CLIP AST TRUSS BRACED WALL PANELS AL• c X. a+ x
<br /> -:r FASTENED TO PROVIDE 12'WIDTH WEB - 8
<br /> FRAME 2x4 BOX :•: INDICATED PORTION OF WA : .. @ Ig51�`e
<br /> AROUND SPACE % 2.4 BLOCKING PLATES w/8d STIFFENER FOR ATTACHMENT • • jJE� 9 kluee "" •-�'
<br /> SIMPSON HTT5
<br /> BETWEEN TRUSS w/ BETWEEN TOENAILS@ OF FRAMING ANGLE f EoM tib I AIhsY3"I� I' 1 HOEDOWN ANCHOR AT
<br /> SAME SHEATHING TRUSSES NAILED 6'0.C. FLOOR J4 s/ lar�)Tki'.rw-'r .!•
<br /> i i LOCATIONS SHOWN w/
<br /> AND FASTENING AS (�BDOP PLATES w/WdLS EACH NAIL BOTTOM JOISTS ! ...-r,..12.:_,.....' 1 1X0 x 17 LONG
<br /> WALL BELOW Ein I k - SIMPSON HD
<br /> PLATE TO RIM/ Ile 1sr
<br /> (OR REPLACE w/ �1{{����//////JJ1t •"w".�.w� SCREW-IN ANCHOR
<br /> ADEQUATE DEPTH AIL BOTTOM ^/ JOIST/BLOCKING = t.f 7
<br /> 2x MEMBER) PLATE TO RIM/ w/(3)16d NAILS (4)0.131'0 SIMPSON COi4gg3�pg,,�CT _
<br /> JOIST/BLOCKING ISI EVERY I6 x3-NAILS Am pp' ? 0A i�-- POPTA-FRAME A$c��•
<br /> ::.
<br /> w/(3)16d NAILS '°' FRAMING = S e a SHOWN IN MS1 CONCRETE
<br /> k12 x 3Yx•WOOD.C. _ I BRACED ' cw� V'
<br /> EVERY 16' "'
<br /> SCREWSINSTALLED 16"0 IN :" : " ANGLE ly ^^ -_ 1 I w we'd--'vu 4�BELOWATION
<br /> WALL PANEL " EACH END
<br /> NAIL EACH JOIST % NAIL RIM TOP ® ', ',a
<br /> ADDITION TO NAILS FLAT 2x6 @24"O.C. ❑ LJ . 1
<br /> TO TOP PLATES w/ I PLATES w/04 _.... .a
<br /> ( •
<br /> LEVEL ROORF (3)841 TOENAILS TOENAILS@ (MIN.(3) ER BRACED I CONSTRUCT ALTERNATE HOLDOWN
<br /> LEVEL ROOF WALL PANEL) vsira
<br /> 6'O.C. Tt CONS'RlksfP l rt.
<br /> TRUSS BEARING NAIL BOTTOM FLAT 2x6 @ 24'O.C. SHEARWALL AS SHEARWALL AS
<br /> WALLS ONLY) PLATE TO (MIN.(3)PER BRACED ItIV
<br /> SHOWN IN 5/S1 SHOWN IN 5/S7 CONTINUOUS LVVLSL HEADER TO SUPPORT NAIL BOTTOM / LADDER TRUSS WALL PANEL) MIRRORED
<br /> VERTICAL LOADS BY SUPPLIER
<br /> 412 x 315'WOOD PLATE TO RIBBON -. w/(3)160 NAILS PROVIDE FASTENING OF ABOVE FRAMING
<br /> SCREWS@ 16"0.C. BRACE/TRUSS w/ ■_. EVERY 16- BRACED SIMPSON (MIN.3/5'WIDTH P.MINA IX"DEPTH READ) EQUAL TO THAT DETAILED FOR BRACED
<br /> INSTALLED IN "I'j ^' _ A35to LENGTH OF CONTINUOUSHEADER
<br /> TRUSSES
<br /> "'
<br /> (3)164 NAILS WALL PANEL :. REFERENCE PLANWALL PANELS 0 FRAMING DETAIL
<br /> ADDITION TO NAILS -:- EVERY 16'
<br /> ::, FRAMING
<br /> ( NAIL LADDER () ...: ANGLE UPPER LEVEL HOUSE PLAN SHOWN
<br /> (MAIN/UPPER 4 0.131'0 "• POST-INSTALLED HOEDOWN OPTION
<br /> NAIL EACH TRUSS TRUSS TO TOP x 3'NAILS •; EACH END FOR LOCATION REFERENCE ONLY _ •
<br /> ss ss
<br /> LEVEL ROOF % - -- --- -- -- 'Al
<br /> TRUSS BEARING TO TOP PLATES w/ PLATES w/8d ;;;_ ' ,' '�
<br /> WALLS ONLY) (3)8d TOENAILS NAILS @ 6-0.C. •=4�LWL •E• I. J/ 1 1
<br /> FLOOR 'I i II I / j��1'
<br /> EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL JOISTS - FASTEN FRAMING ABOVE AS SHOWN j 1 •
<br /> PROVIDE 12'WIDTH WEB FOR BRACED WALL PANELS ALONG I j ;Oi
<br /> l: LARGE HATCH AREA INDICATES Sic'OR
<br /> _ THIS SHEARWALL ASW WELL AS I 1 THICKER PLYWOOD OR OSB SHEATHING
<br /> ROVIDE TRUSS STIFFENER FOR ATTACHMENT ,j I 1� 1 '
<br /> 2x4 BLOCKING BETWEEN DIRECTLY IN LINE OF FRAMING ANGLE '10101i!
<br /> iI 1r• O /1 .I /STANDARD 6'/17 NAILING
<br /> ABOVE OVERHEAD DOOR APPLIED TO EXTERIOR SIDE OF STUDS
<br /> TRUSSES NAILED TO TOP w/BRACED WALL wPLATES w/(3)Bd NAILS EACH PANEL FASTENED BRACED WALL CONNECTION1n or report
<br /> _ TO PLATES w/8d (FLOOR JOISTS) HEADER 6 BEARING/KINGTOENAILS @ 6"O.C. FLOOR O ENINGS BY SUSTUDS AT SIDES OPPLIER 1Q p A /• I hereb ce that tltisNAIL BOTTOM PLATE ' 12 / Ir was prepared by me or under may directt supervision
<br /> TO BLOCKING w/(3) TRUSSE^ �i -PROVIDE 2x4/2x6 WALL pill
<br /> SIMPSON MSTC40 STRAP ON INSIDE FACE and that I am a duly Licensed Professional Engineer
<br /> 16d NAILS EVERY 16' NAIL BOTTOM PLATE r_+,r_ ��._^ L w j ABOVE HEADER AS REQ'D OF WALL(PROVIDE SPACER TO FLUSH
<br /> TO BLOCKING w/(3) •
<br /> _ I 111111111541"" OUT HEADER TO WALL STUD THICKNESS) under the laws of the State of 69nnesota.
<br /> U NAIL SHEATHING TO HEADER w/8tl �/
<br /> PROVIDE FULL DEPTH 16d NAILS EVERY 16" -• I III/lI TYPICAL 244/246 STUDS @ 18'O.C. w •1 1 Signed: lar/ ,
<br /> BLOCKING BETWEEN (4)0.131'0 �' NAILS 3"O.C.EA,WAY TYP,
<br /> JOISTS NAILED TO x 3'NAILS /JI O -- @ ,�I! FASTEN KING STUD TO HEADEfl w/
<br /> TOP PLATES w/(3)Btl PROVIDE JOIST BRACED • I/ I/IIIA) APROVIDE T END OF SHEARWALLS O ROWS FASTEN6tl SINKER NAILS @3 O.C.TOP PLATE TO HEADER w/(2) "�Ir (2)ROWS 16tl SINKER NAILS @ 3'O.C.
<br /> Print Name: Nick Hanson
<br /> NAILS EACH DIRECTLY IN LINE WALL PANEL '•• SIMPSON /I / Z r, ALL HATCH AREA INDICATES Xs OR
<br /> w/BRACED WALL LTP4 /) II i LOCATE PANEL JOINT WITHIN 7-0'FROM Cr.'ITHICKER PLYWOOD OR OSB SHEATHING Date: 12-27-17 License Number: 46665
<br /> -NAIL EACH JOIST TO PANEL FASTENED FLAT 246 @ 24'O.C.••, FRAMING I
<br /> I APPLIED TO EXTERIOR SIDE OF STUDS
<br /> CENTER OF WALL HEIGHT AS REOD(24 SOLD 1
<br /> TOP PLATE w/3 SO TO PLATES w/8d (MIN.(3)PER BRACED PLATE I/I/ I/III) 1 II 1, (NAIL SHEATHING AROUND PERIMETER w/(2)
<br /> () WALL PANEL) EACH END , BLOCKING REQUIRED AT SHEATHING JOINT) r ROWS 8d NAILS @ 3'O.C.STAGGERED B TO
<br /> TOENAILS TOENAILS @ 6"O.C. I „1
<br /> FLAT 2x6 @ 24"O.C. SIMPSON HATCHED AREA INDICATES iia'OR (2)2x4/2x6 BEARING STUDS MIN. ji PLATES/BLOCKING @ 3'O.C.)
<br /> NAIL BOTTOM PLATE NAIL BOTTOM PLATE (MIN.(3)PER BRACED LTP4 (/I I/IIIII THICKER PLYWOOD/OSB EXTERIOR r/II
<br /> TO BLOCKING w/(3) TO BLOCKING w/(3) WALL PANEL) FRAMING / SHEATHING FASTENED TO STUDS w/ �IVERIFY w/SUPPLIER) , SIMPSON STHD11 EMBEDDED HOLDOWN
<br /> l6tl NAILS EVERY 1fi" 1fi0 NAILS EVERY 16" PLATE I I Ij ANCHOR AT LOCATIONS SHOWN
<br /> �I�I I Bd NAILS AT PANEL EDGES )2x42x6 BEARING STUDB(1)2x42x6 I/I (REFER TO 6/S1 FOR ALTERNATIVE OPTIONS)
<br /> O BRACED EACH END III
<br /> 6.12'O.C.AT INTERIOR SUPPORTS FULL HEIGHT STUD EACH END OF HEADER I II 340]Klnrer Lane N
<br /> ---' PROVIDE FULL DEPTHIlli
<br /> Sults 4
<br /> •,� BLOCKING BETWEEN PROVIDE TRUSS WALL PANEL : ' II I II r I. I§"0 ANCHOR BOLT(T MIN.EMBED)
<br /> :.
<br /> TRUSSES NAILED TO DIRECTLY IN LINE (4)0.131'0 �� FOUNDATION WALL BELOW x;11 w/7 x 7 x Ile PLATE WASHER Ptymoulh MN 55441
<br /> v`1� TOP PLATES w/(3)8d w/BRACED WALL x 3'NAILS 11 I will SIMPSON STHD14 HOLDOWN ANCHOR L TN 812-]083572
<br /> NAILS EACH PANEL FASTENED ••••,-- /I�'/III.I FASTENED TO DOUBLE STUDS " C I wwwJonsorgrnupmn.eom
<br /> TO PLATES 40 8d /..-rx l✓•r`�I �� Fir (REFER TO 6/SI FOR POST-INSTALLED a
<br /> NAIL EACH TRUSS TO TOP TOENAILS @ 6"O.C. FLOOR II IiILiiI!t
<br /> ) I^4 , I IIPLATE w/(3)8tl TOENAILS TRUSSESHOEDOWN OPTION _BRACED WALL CONNECTION __ 1'iY'3 1 8-3'3 1'-0}5'3^
<br /> INTERIOR BEARING WALL INTERIOR NON-BEARING WALL 12)15'OANCHOF BOLTS(T MIN.EMBED) I
<br /> (FLOOR TRUSSES) Hovde Residence
<br /> p +! a FRAMING DETAIL 2320 Oliver Hill
<br /> SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO DETAILS SHOWN ABOVE ARE - I
<br /> ROOF TRUSSES ABOVE.TO JOISTSRRUSSES/BLOCKING ABOVE,AND TO ALTERNATIVE CONNECTIONS TO BE 1 ' , . IGARAGE FRONT PORTAL FRAME Orono,MN
<br /> JOISTS/TRUSSES/BLOCKING BELOW.THESE PANELS ARE NOT NECESSARILY USED WHEN BRACED WALL PANEL . NOTE
<br /> REQUIRED TO ALIGN,BUT MAY DEPENDING ON PLAN LAYOUT. DOES NOT ALIGN WITH FRAMING. - INFO APPLES SYMMETRICALLY ACROSS DETAIL
<br /> THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE"MAIN WINDFORCE RESISTING SYSTEM'FOR THE ENTIRE FRAMING DETAIL
<br /> RESIDENTIAL STRUCTURE,THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND
<br /> RESISTING ELEMENT THAT 15 REQUIRED FOR THE HANSON GROUPS DESIGN IS SHOWN ON THE STRUCTURAL GARAGE SHEARWALL Project Number: 7.013
<br /> DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. Date: December 27.2017
<br /> Sheets: 1 of 1 S V 1
<br /> A2 COPYRIGHT HANSON GROUP,LLC 2017
<br />
|