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DRAWN BY: <br /> SHARE BRACING TABLE <br /> ELMECH <br /> USE THIS TABE IF YOU CANNOT FIT HEIGHT X 2 LENGH FOR THE SHARE WALL BRACING PANLES <br /> Industrial Services LW <br /> TABLE FOR DETAIL 2f: MINIMUM PRESCRIPTIVE SUMMARY (1) Maryland i Washington DC Nps VA <br /> MINIMUM#ANCHORS FOR PONY WALL BRACING(i) 410-530-5364 <br /> STORIES ANCHOR SHORT PANEL LENGTH TOTAL UPGRADE PER <br /> ABOVE SIZE AND O WALL 03 ® © 0 Qg <br /> GRADE SPACING <br /> 0©® 00 EACH PANEL <br /> HEAVY TILE LENGTH PANEL <br /> .e .; _V .+�. _9 !_. NOTES: <br /> LL B) (E, G) 2'-o' 3'-3" 4` 0" S .CC+W•LL O DI ON :1 AILING LI'S :LeCKI G <br /> •tal bracing n• Total bracing not <br /> TWO Y2'at 12"O.0 2 2 3 le . than 55°/ of less than 40%0 of 2 8d 12"O.C. At all joist <br /> maximum anchors anchors anchors II lens wall length holdowns common at maximum spaces <br /> inst.II p-rt of install part of one at each 3"O.C. <br /> bracin, at each bracing at each end <br /> end • all and end of wall and <br /> re r-inde to be remainder to be <br /> _•ually sp.ced equally spaced <br /> between ens between ends <br /> T•tal • aci • no To -I brcing not <br /> zss a ��,o " ;�.C. A. -II vist <br /> maximum anchors anchors anchors wall length wall length holdowns common at maximum spaces <br /> install part of install part of one at each 3"O.C. <br /> bracing at each bracing at each end SEAL <br /> end of wall and end of wall and <br /> remainder to be remainder to be <br /> equally spaced equally spaced <br /> between ends between ends <br /> 10 Letters in table heading refer to Section III, General Notes,Typical <br /> 02Y"diameter chemical or mechanical anchors with squre plate washer 3/6'x2"x2"minimum. <br /> 83 Provide 4"CDX plywood nailed to stud with 8d common nails @ 3"o.c.edges and 12"o.c. in the field <br /> 44 (2)2x4 stud or(1)4x4 are required at all panel edges,seams,and holdown locations. double stud to be face <br /> nailed together using 10d common nails @3"o.c. <br /> Minimum height/length of a panel is 2'-0" ENGINEER: <br /> fc <br /> Holdown requires double stud as per note#4 and these stud must also receive panel edge nailing. holdown <br /> capacity to resist tension/uplift force need to meet or exceed 3,000Ibs. <br /> Provide%"diameter chemical anchor embed 12"into existing concrete foundation and maintain 13/4"edge <br /> distance minimum (edge of concrete to edge of bolt) Note that holdown are only required for panels<2:1 aspect <br /> ratio <br /> 0 Framing clips from rim joist/blocking to the top plate,clips can be closer than 12"o.c.to meet required amount <br /> Exterior walls with Portland cement plaster or roofs using day and concrete tile weighing more than 6psf a <br /> If blocking is used between the joists in place of a continuous Rim Joist, one framing clip must be installed at each <br /> block minimum. Clips can be spaced closer to meet spacing requirements over panel bracing length 206-784-7275 <br /> TABLE 2 SOS ' <br /> RETROFIT & REMODELING t <br />