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<br /> DESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEMFORA Fn.";FFAMILY RESIDENCE.CONSTRUCTION IS TO BE -- Inc.IN ACCORDANCE WITH THIS DOCUMENT,STANDARD INDUSTRY PRACTICE,AND THE CODE. Youngfield Homes, c
<br /> NOTES 22260 Dodd Boulevard
<br /> 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.
<br /> 2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.U.N.O.,WHICH MEETS OR - � n Lakeville,MN 55044
<br /> EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-SFB 8 CS-SFS. i `- -- r
<br /> A.246 STUDS SPACED @ 16'O.C. �4-� r "" '- (4'� -- (<'Fli; BRACED Z w
<br /> B.MIN.WALL SHEATHING:Xe'STRUCTURAL FBERBOARD SHEATHING er/ly"GALVANIZED ROOF NAILS OR 84 NAILS OR 1}4"16 li -ro I- -"f �NALL LINE U i O
<br /> T SUPPORTS. �
<br /> a
<br /> GAUGE STAPLES @ 3" AT PANEL EDGES AND 6"O.C.AT INTERMEDIATE OL Po S. " "' 3 m 3
<br /> 3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O. r x.0 ""y "n.^ '•4+ --'^' r +
<br /> A 244 OR 246 STUDS SPACED @ 16"O-C. N. »' O \ ^I s• y ,4 ± BRACED w'+ 4�FTF" 14' „a (¢�Y Revision Data DBNCIIpUOR
<br /> B.WALL SHEATHING:J4'MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/5tl COOLER NAILS @ 8"O.C.MAX.OR TYPE SAY 'I 1 r - S l 4 "WALL UNE YI?,7-94,,,a,„•,......±..„,_,,,-C4 '
<br /> ` '"T�' ' .r„_'•YX q I
<br /> w
<br /> WALLBOARD SCREWS @ 16'O.C.MAX(y("MINIMUM STUD PENETRATION) z �..... {. �, iE•
<br /> `x<t
<br /> 4-ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. '" dI '- - -
<br /> AFLOOR FRAMING SPACED AT A MAXIMUM OF 24'O.C. ' 1� .-F • 1 ,`
<br /> B.FLOOR SHEATHING:�'STRUCTURAL PANEL SHEATHING w/ed NAILS @ 6'O.0 AT PANEL EDGES AND 12'O.C.AT I 'x x•' ^^' ` "'r --- "
<br /> INTERMEDIATE SUPPORTS. t _• T r` „u rc7 r-r 4 M,:. �.I,
<br /> 5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA ,�j 1 >
<br /> A.ROOF FRAMING SPACED AT A MAXIMUM OF24"0C MF -+fir .� 5
<br /> g.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CUPS OR EQUIVALENT AND(3)8tl TOENAILS. • _ • £ "_ _ K -f } -
<br /> C.ROOF SHEATHING:/4'STRUCTURAL PANEL SHEATHING w/8d NAILS @ 6"O.0 AT PANEL EDGES AND 12'O.C-AT (}1 {` �� tM'' .",, l •"'a^- i r`• N^ G� k
<br /> i
<br /> INTERMEDIATE SUPPORTS OR 1y'18 GAUGE STAPLES @ 3"/6"SPACING. •`,. ::I: p
<br /> 8.ALONG LENGTH OF WALLS.LAP WALL TOP PLATES A MINIMUM OF 24'AND FASTEN TOGETHER WITH(8)16d NAILS IN LAP ZONE. "7 ",M' 4'. 'l ! r '_ _-' 3'.
<br /> AT CORNERS AND INTERSECTIONS,LAP PLATES AND PROVIDE(21 I Dd FACE NAILS. 4 + '�' --••" '1,... Y r ,* ( r''I
<br /> r
<br /> 7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). _I
<br /> B.ACCEPTABLE AT CORNER STRAP LOCATIONS TO HAVE TWO FULL HEIGHT STUDS ORIENTED IN EITHER DIRECTION FASTENED BRACED r
<br /> WALL LINE
<br /> TOGETHER w/ad x 3'LONG NAILS @ K NGON-CENTERSTUD 'CALIFORNIA CORNERS'OR TRADITIONAL CORNERS ARE ACCEPTABLE I (SFT) ...+
<br /> PROVIDED FULL HEIGHT SAWN BLOCKING STUD IS DIRECTLY BEHIND FLAT PORTION OF STUDS FASTENED TOGETHER IN A �` --`1 PLANS SHOWN LIGHT IN BACKGROUND ARE FOR
<br /> SIMILAR PORCHESH ® REFERENCE PLAN 1 , - - u- _
<br /> 9.FRONT ARETHE PRIMARILY OPEN NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN x ,.a ,ry LOCATION REFERENCE ONLY.PLAN NOTES AND
<br /> WINDFORCE SYSTEM OF THE HOME PARTIAL LOWER LEVEL HOUSE PLAN - I " k ''' ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br /> SHOWN FOR LOCATION REFERENCE ONLY I __ : ` I SUPPORT THE HANSON GROUPS DESIGN.
<br /> MALL US LOADS "! -(R-FT) (4FT� 'Nlr s
<br /> WALL STUDS(IV LESS): SPF STUDO.2GRADE OR BETTER ROOF SNOW LOAD: 35 PSF 4.4 ry t- . 'O f x.c',.- -_ - BRACED
<br /> WALL STUDS(OVER 10): SPF NO.2 GRADE OR BETTER ROOF DEAD LOAD: 15 PSF ??{{ "" ...e -!T I"/ALL LINE
<br /> DIMENSIONAL LUMBER: SPF N0.2 GRADE OR BETTER FLOOR LIVE LOAD: 40 PSF w Fy;4 I "" "' '• (`+FT)
<br /> TREATED LUMBER: SYP NO.2 GRADE OR BETTER FLOOR DEAD LOAD: 15 PSF '1 �i* r a I I
<br /> LSL: 1�'WIDTH-1.55E OR BETTER U :..5'Y" - I
<br /> LVL: 1X'WIDTH-1.9E OR BETTER -v' •+ F [ i p
<br /> WIND LOAD: 90 MPH EXP.B
<br /> 20�15�MINNESOTA RESIDENTIAL CODE j y ,;„.,,,,-
<br /> I' a
<br /> (MIN.LENGTH) v I w y.�y BRACED
<br /> ®-INDICATES EXTERIOR BRACED WALL PANEL w/SHEATHING ON EXTERIOR FLAT 246 @ 24'O.C.
<br /> FACE IN ACCORDANCE w/NOTE 2.PROVIDE INCREASED FASTENING 3-, _ 4- WALL LINE
<br /> REQUIREMENTS AS SHOWN BELOW. (MIN.13)PER BRACED �
<br /> WALL PANEL) .S - FI 0 s
<br /> (MIN.LENGTH) ROOF .. " - ` U. - 'T'-
<br /> ®-INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING BOTH TRUSSES 1 -
<br /> FACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3,SPACED AT 4' ez
<br /> ,.iri. - ;b - - '
<br /> O.C.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN (-
<br /> BELOW. {�/T _
<br /> I I-INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE (4)0.131'0 SIMPSON • CONSTRUCT) + +
<br /> CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS. x 3'NAILS A35 PORTAL FRAME AS
<br /> BRACED FRAMING SHOWN IN 4/SI
<br /> WALL PANEL ...gr ANGLE
<br /> ROOF TRUSSES EACH END
<br /> REPRESENTS BRACED WALL FIGURE FASTENED TO PLATES
<br /> R602.10.82(3) ..........„.....„,„„/'
<br /> w/(3)ad TOENAILS& ROOF TRUSS (ROOF TRUSSES) SIMPSON HTTS
<br /> I SIMPSON I-12.5 CLIP
<br /> FRAME 244 BOX •-' _ FASTENED TO PROVIDE 12'WIDTH WEB I HOLDOW N ANCHOR AT
<br /> 244 BLOCKING PLATES w/8tl STIFFENER FOO ATTACHMENT /, LOCATIONS SHOWN w/
<br /> AROUND SPACE TOENAILS �,
<br /> BETWEEN / @ OF FRAMING ANGLE w D ® REFERENCE PLAN � NOx12'LONG
<br /> BETWEEN TRUSS w/ TRUSSES NAILED e'O.C.
<br /> oZ w
<br /> SAME SHEATHING FLOOR V! U I SIMPSON 71TEN HD
<br /> TO TOP PLATES w/ MAIN LEVEL HOUSE PLAN SHOWN SCREW-IN ANCHOR
<br /> AND FASTENING AS JOISTS
<br /> WALL BELOW l31 ad NAILS EACH NAIL BOTTOM 1�r 1. -F-" Y -- -, -. •-.. `� FOR LOCATION REFERENCE ONLY
<br /> (OR REPLACE w/ PLATE TO RIM/ I
<br /> ADEQUATE DEPTH NAIL BOTTOM JOIST/BLOCKING 4.4 - -- --
<br /> 24 MEMBER) PLATE TO RIM/ � w/(3)16d NAILS (4)4131'0 SIMPSON BRACF•N �''(4-FT) - (4-FT) 14 N
<br /> ONCRETE
<br /> JOIST/BLOCKING �I EVERY 16" x 3'NAILS C.:. ,e35 (WALL UNE I% 1, "'F"`' ,,,, -_ III 4��FOUND
<br /> "''a' w/(3)16d NAILS "'"016"6 FRAMING '" C"'7'7, t 7i.' Vit'l1 <"y _. BELOW
<br /> SCREWS @ 16'O.C. I-_ EVERY t6' IF_ WALL PANEL ANGLE 4- 777x7 3 ;;;•, ,,�
<br /> INSTALLED IN EACH END _ c
<br /> NAIL EACH JOIST NAIL RIM TOP T p�- 4
<br /> ADDITION TO NAILS FLAT 2x6@24'O.C. ri
<br /> TO TOP PLATES w/ PLATES w/8tl
<br /> (MAINNPPER (MIN.13)PER BRACED
<br /> ±
<br /> & ..�
<br /> LEVEL ROOF (3)8tl TOENAILS TOENAILS @ WALL PANEL) 1-"'-`1 6.0.C.
<br /> TRUSS
<br /> WALLSNLY NAIL BOTTOM FLAT 246 @ 24.O.C. 1 ' '. ' h LARGE HATCH AREA INDICATES ® FRAMING DETAIL
<br /> / PLATE TO (MIN.(3)PER BRACED 4 v " THICKED PLYWOOD
<br /> WOOOD OR
<br /> SIDE OF SHEATHINGSTUDNPOST-INSTALLED HOEDOWN OPTION
<br /> NAIL BOTTOM I LADDER TRUSS WALL PANEL) yy f / "" PROVIDE 244/246 INFILL WALL ABOVE HEADER AS REQ'D
<br /> 512 x 3155•WOOD PLATE TO RIBBON w/(3)16d NAILS 4 • w/STANDARD 6"/12"NAILING
<br /> SCREWS @ 16"O.C. BRACE/TRUSS w/ W-N EVERY 16" BRACED SIMPSON ` v`aCONTINUOUS LSVLVL HEADER TO
<br /> INSTALLED INA35 -- T 1 ' SUPPORT VERTICAL LOADS BY SUPPLIER PROVIDE FASTENING OF ABOVE FRAMING EQUAL
<br /> (3)164 NAILS WALL PANEL d
<br /> ADDITION TO NAILS "�Ir EVERY 16' FRAMING - y,'1 r (MIN.314'WIDTHS MIS 115'DEPTH REQ TO THAT DETAILED FOR BRACED WALL PANELS
<br /> J
<br /> (LEVEL ROOF TRI'S LADDER 4) NAILS ' ANGLE ,:"y9 LENGTH OF CONTINUOUS HEADER
<br /> LEVEL ROOF 0 NAIL EACH TRUSS TRUSS TO TOP x 3'NAILS '. EACH END ';t_
<br /> x-
<br /> -2.
<br /> TRUSS BEARING TO TOP PLATES w/ PLATES w/8tl -;_ , . y
<br /> WALLS ONLY) (3)80 TOENAILS NAILS @6"O.C. =•"+5-'F=• J '/� 1 _- --- - f-
<br /> EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL JOISTS ,. L �.. - r •.1 j I' /, I
<br /> PROVIDE 12"WIDTH WEB NT e a t L 6 1 I I I Il
<br /> ROVIDE TRUSS STIFFENER FOR ATTACHMENT j I I I
<br /> 244 BLOCKING BETWEENOF FRAMING ANGLE „I. ¢ 4 �j 1 ,
<br /> DIRECTLY IN LINE P!
<br /> TRUSSES NAILED TO TOP /BRACED WALL 4 - - 1 1
<br /> PLATES w/(3)8tl NAILS EACH PANEL FASTENED BRACED WALL CONNECTION - _ ,•_, s '+ I
<br /> TO PLATES w/8d (FLOOR JOISTS) j, F i _ I hereby certify that this plan,specification Sr report
<br /> TOENAILS @ 6"O.C. FLOOR • / / �J'w was prepared by me of under my direct supervision
<br /> NAIL BOTTOM PLATE "` ro d Y / an that Sed Professional r
<br /> TO BLOCKING w/(3) TRUSSES r ate. A d I am a duly LM.er1 Engine
<br /> 166 NAILS EVERY 16' NAIL BOTTOM PLATE ...•11......._=:7-' .,. ! / .'IT under the laws of the State of MinnBaote.
<br /> TO BLOCKING w/(3) '_� BRACFxD- m�--;.-vs�.4s4-�-„-�. -- � _ o � SIMPSON MSTCIO STRAP ON INSIDE FACE) ./ '
<br /> •
<br /> WALL LME (4FT1 ‘„ (4-Fn W 1 I' Signed: /'.,/'4"K'
<br /> PROVIDE FULL DEPTH 160 NAILS EVERY 16" (4)0.131'0 t�' � 1. {'" - : w ,j NAIL SHEATHING TO HEADER w/ed OF WALL(PROVIDE SPACER TO FLUSH .
<br /> r BLOCKING BETWEEN x3'NAILS }I PO "' 1 NAILS @3'O.C.EA.WAY TVP.
<br /> OUT HEADER TO WALL STUD THICKNESS) 1 1
<br /> JOISTS NAILED TO �� w 1 �I Pdnt Name: NK:k Hanson
<br /> TOP PLATES w/13)(id PROVIDE JOIST BRACED KING TO
<br /> NAILS EACH DIRECTLY IN LINE WALL PANEL SIMPSON O 1' (2)ROWSN6tl SINKER DNAILS�3'O.C. 1/�1
<br /> w/BRACED WALL LTP4 1 FASTEN TOP PLATE TO HEADER w/2 DER w/
<br /> @
<br /> NAIL EACH JOIST TO PANEL FASTENED FLAT 2x6@24'O.C. FRAMING �l1� �A () N Date: 1-26-18 License Number: 46665
<br /> TOP PLATE w/(3)841 TO PLATES w/8d (MIN.I3I PER BRACED PLATE ® REFERENCE PLAN z IVO,
<br /> ; I ROWS 16tl SINKER NAILS@3'O.C.
<br /> SMALL MATCH AREA INDICATES%4"OR
<br /> Ili,/
<br /> ,
<br /> TOENAILS @ 6"O.C. WALL PANEL) EACH END '��I LOCATE PANEL JOINT WITHIN 2HT FROM THICKER PLYWOOD OR OSB SHEATHING 1
<br /> TOENAILS UPPER LEVEL HOUSE PLAN SHOWN i4114
<br /> 1 APPLIED TO EXTERIOR SIDE OF STUDS
<br /> FLAT 2x6 @ 24'O.C. SIMPSON CENTER OF WALL HEIGHT AS RC-0'0(2x SOLID
<br /> FOR LOCATION REFERENCE ONLY I. BLOCKING REQUIRED AT SHEATHING JOINT) (NAR SHEATHING AROUND PERIMETER w/(2) 1
<br /> NAIL BOTTOM PLATE NAIL BOTTOM PLATE (MIN,(3)PER BRACED LTP4 1, 1 ROWS ad NAILS @ 3'C.C.STAGGERED 8 TO
<br /> TO BLOCKING w/(3) fe
<br /> TO BLOCKING w/(3) WALL PANEL) FRAMING PLATES/BLOCKING @ 3"O.C.
<br /> 16d NAILS EVERY 16' 16d NAILS EVERY 16" PLATE I g (2)244/246 BEARING STUDS MIN. )BRACED EACH END I (VERIFY w/SUPPLIER) SIMPSON STHD14 EMBEDDED HOLDOWN Fr;
<br /> 3407 Klmer Lane N
<br /> MUSSESPROVIDE FULL•� Suite 4
<br /> BLOCKING ETWEENH WALL PANEL i i i ( ) Plymouth,MN 55441
<br /> PROVIDE TRUSS I () () ANCHOR AT LOCATIONS SHOWN
<br /> 1 2442x6 BEARING STUD 8 1 2442x6 REFER TO 5504 FOR ALTERNATIVE OPTIONS •
<br /> TRUSSES NAILED TO () \ Tel 612-738-3572
<br /> DIRECTLY IN LINE 4 0.131.0 I.
<br /> w/BRACED WALL x 3"NAILS FULL HEIGHT STUD EACH END OF HEADER
<br /> w`l/ TOP PLATES w/(3)04 I
<br /> NAILS EACH PANEL FASTENED �� --__ 121%'0 ANCHOR BOLTS(T MIN.EMBED)w/ - �l wrnx.h1.
<br /> eneongroupnrn.00m
<br /> TO PLATES w/ad ���.-� ��,- FOUNDATION WALL BELOW 2"x 2"x Xe PLATE WASHERS ��..=7.
<br /> NAIL EACH TRUSS TO TOPTOENAILS @ 6"O.C. FLOOR II a
<br /> PLATE w/(3)8d TOENALS TRUSSES 41s -i e - •A - • . - t
<br /> • BRACED WALL CONNECTION S 4 I . • . _ • " ' . 1 . I Mann Residence
<br /> INTERIOR BEARING WALL INTERIOR NON-BEARING WALL (FLOOR TRUSSES) 2I-4,4•4 • 16.7.4 " 2'-4)4.4
<br /> x r
<br /> SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO DETAILS SHOWN ABOVE ARE a FRAMING DETAIL 2330 Oliver Hill
<br /> ROOF TRUSSES ABOVE.TO JOISTS'TRUSSESBLOCKING ABOVE.AND TO ALTERNATIVE CONNECTIONS TO BE GARAGE 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 APPLIES SYMMETRICALLY ACROSS DETAIL
<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 GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL Project Number. 5.115 J
<br /> DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. Date: January 26.2018 1
<br /> Sheets: 1 et 1
<br /> ©RIGHT HANSON GROUP.LLC 2018
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