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<br />I NOHOW Well Br-odng Witnout Hold Downs for Use in a Fully Sheathed House I
<br />
<br />'&f For purposes of meeting the bracing requirements of Table R602.l0.1, \vall segments constructed in accordance with
<br />me: section R602.105 and Figures 1, 2 and '3 may be considered ~"lethod 3 bracing,
<br />
<br />at The amoun!. oj brdcing required for ceruin stories, wind .speed:; and ~ismlc Design Categories are as given in IRe
<br />Tobie R602.10.L
<br />
<br />REFERENCES
<br />
<br />APA, 2003. TeSting G Portal Frame Design For Use as Bradng in Funv Sheathed Stnl(Wrcs, APA Report T2003-48.
<br />.A.PA - -:l11i' .tl1gillftrfd \l~h.,d AssOfiatiDn, I:K()ma, \VA.."
<br />
<br />API\, 20\)4. Testin.g a P{Jrtat Frame Design on Raised \!':ood Floors For Use t1S Bradng in Fu11:}' Sheathed 5tmcturcs,
<br />, . d"'--".. -1 '''A
<br />A.P.A. Repon 12004-38, APA - Tnt Engmeere WOt!U <..'\:iocuUton. acoma. Vv. .
<br />
<br />Ice 2000, IntCl1wtiorwl Re..,idc!ltra! ({.-,de. International Code Council, Country Club Hills, [L
<br />
<br />;';IGURE 1
<br />NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION
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<br />Extent of heoder lone brcced wall segment} 1
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<br />f',::,' Bd common noils In 3 ?no, conhnulty IS _. -1
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<br />r,,>:-,:: {insiall on backSIde os shown 00/;::;"\,,:/,/,;
<br />, Side Elevafioc, Ref. No_ lSTA241 : -
<br />, Min. i2i 2x4 typ. /' i
<br />~ Braced well ."- !>i;~'" !: _
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<br />___ Min. width based 006: 1 t /':."
<br />height-to.width rcfio: For lock :stud:s
<br />example: 16~ min. for S' height, per fab,t) (:,.:?\: >;:
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<br />No. LSTA24)
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<br />thickness wood
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<br />4'-0" STRUCTURAL DRYWALL BRACING
<br />
<br />Minimum \2" g;jpsum board panels fastened at panel
<br />edges Including the top and bottom plates at l" o,c_
<br />Minimum braced wall panel length shall be ':i6" where
<br />9~,CSUlj1 board Is applied on one side onl':) and 4S"
<br />where applied to both sides of the wall.
<br />
<br />;~:::;:~';':%j
<br />
<br />4'-0" STRUCTURAL SHEATHING
<br />
<br />Minimum ilk::''' wood structural panel sheathing with
<br />all edges fastened to framing or blocking wlth-S-d-
<br />nail5 at 0" o,c, along edge5 and Ii' o.c_ in the field.
<br />Minimum braced wall panel length var~ IB" - 4B".
<br />
<br />EElIBJl1nIJ]
<br />,I t" I
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<br />CONTINUOUSL Y SHEATHED PER
<br />S.COHM 2L25(':iXCJ5,
<br />
<br />G.C. TO VERIFY AND APPROVE
<br />SHEATHING SCHEDULE PRIOR TO CONSTRUCTION
<br />
<br />GENERAL STRUCTURAL NOTES
<br />
<br />Double top prates are reC1ulred over all stud5 and
<br />headers. The end joint off5et between the two top
<br />olates shall be at least 2 stud Si:>ace5, Jolnt5 In the
<br />' ,
<br />top plates shall be installed onl':) over studs. The two
<br />top plates shall be nailed together with a minimum of
<br />(3) 12d x 3" nails or (2) 16d x 3-1/4" naJis."
<br />
<br />Bottom waif plates shall be fa5tened to the floor
<br />s~stem with a minimum of (2) 12d x 3" nails through
<br />the bottom plate into the floor joist below."
<br />
<br />:....OrEs:
<br />_-".LTHOCGH EVERY EFFORT HAS 3EE;\.' !'>iA.DE IX PREPARNG TrlESE PL....."'s .4..:-'D
<br />(HECKL'-.'G THEM FOR ..t,CCrR,ACY, ruE O\i.'}:.ER/CO;\.-"TR.....crOR HEREBY ASG,\iE$.
<br />il:LL RESPOKSlBllITY ,'.}.'D UAEi11.ITY FOR ALL D!MP.\SJONS,NOTES PET AILS,
<br />V,1NDQW & DOOR (SlZES, PLACEMENT, MODEL A,'\'D M..W},A."DSTRUCTIH{AL
<br />rxJEGRlTY. EACH CO;\.jR.ACTOR & SUBCO;\.7R......CToR lS RESPO~SlBLE FOR
<br />\1EETl7'G OR EXCEED~G LOCAl:,' COV-NTY, STATE A.."D NATlO:--'AL BClLDC\G
<br />CODES RELATED TO THEiR SPEOF1C TRADE OR OCCuPATiON.
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<br />ALL COMMO~ HOt.:SE TO GARAGE WALLS TO HAVE 5/8"fl.RECORE DRYWALL
<br />
<br />ALL EXTERlOR H01..;SE WALLS I,RE 2),:6
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<br />ALL INTERlOR HOUSE \VALLS A!\D ~ w.....us ARE ::X4
<br />FOC1<DATlONWALLS '&'_'1 S'~Me,.WI\-LL~ '--"i-k
<br />1 . J @,I(P"(')G
<br />flRST FLOOR W.^LLS 81- I tIe, .
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<br />SECO~D FLOOR WAltS 't f - t \-~~
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<br />.....LL DNENSJO}.'S ARE S11JD TO ST1.lD, OR Sn.'D TO CE~TER,OF OPEND'XG
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<br />SCALE: ~ ,
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<br />APPROVED-BY:
<br />
<br />DATE:
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<br />Ri;Vl$ED
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<br />P""-W1't",c"'UMlllER
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