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DRAWN BY: <br /> 31i..,// :;'::::ap:: <br /> c.Rim Joist — EimillECH <br /> Industrial Services LLC <br /> Fasten structural panels with 8d common Maryland 1 Washington DC 1 Northern VA/ ' nails ® 3" o.c. at all panel edges and <br /> Double top plate C 12" o.c. at intermediate supports (two 410-530-5364 <br /> • nails per stud minimum). When holdowns <br /> are used, ,panel edge must be nailed into <br /> ' the holdown studs <br /> s Pony wall double 2x4 studs Typical holdown hardware installed at NOTES: <br /> nailed together double 2x4 panel edge studs (always <br /> OR • installed in pairs) minimum 3,000 lb pp A roved 1/2" diameter anchor bolts <br /> single 4x4 at all pane; • capacity tension/uplift per holdown (ICC <br /> edges, seams, and at /7—.‘. with 4 minimum embed, not shown for <br /> holddown locations. 5/8,, diameter threaded rod epoxy embed clarity) <br /> •.••—� 12 minimum into existing concrete <br /> foundation <br /> • • <br /> Existing concrete foundation <br /> Sill Plate `�' <br /> L <br /> I W ,i <br /> - \ -. : <br /> • • - Existing rim joist <br /> 1 3/4" • <br /> Minimum edge distance • .4 ° Framing clips ® 12" o.c. <br /> -171-1-1 <br /> -_-_- SEAL <br /> (edge to edge) •"7 • Dr./i�.a Dr.Eiaii G�.ii�.Q <br /> :i : 'si i i 1 7 1 1 1 2 1/2" - 3" vents for stud cavityventilation <br /> A t�� s soot • • oe tole • / <br /> SECTION 4 • in unheated crawl space conditoons <br /> ▪ -- mom — Panel Edges: <br /> ---1--4 Mil • I I I • <br /> Double 2x4 nailed together with 10d con <br /> at 3" o.c. (above holdown location) <br /> H OR <br /> ▪7-1=-4 • I I ' I <br /> __7 <br /> _1 f I I I 4x4 toe-nailed into top and sill plate with <br /> 1 I I 8d common nails, four minimum each enc <br /> _'1::, •, ,�.,.__ (not shown) <br /> ENGINEER:• C <br /> 1=1Fi I 1 •• I -- Panel edge nailing <br /> _F • :_ <br /> • _�_ I 1 I P=_• <br /> 411111111011=11110 a = Typical holdown hardware (wood connection <br /> °��` a a° A per manufacturer). Minimum 3,000 lb a <br /> • ° • •_ a• • 4 y •• :° • capacity tension/uplift per holdown <br /> • <br /> <a • •; e • • 206-784-7275 <br /> • d • <br /> • <br /> ICC Approved 1/2" diameter anchor bolts <br /> 12 o.c. with minimum 4" embedment <br /> . 4 ' !.4.1.A••• • ,:,4 • .1, .. : .... •• ...i /: ir. . . ,. ..-.7 <br /> •' .: < '• a .�, • Anchor bolt required 5" from holdown <br /> FRONT VIEW Existing concrete foundation ` 4 <br /> EELATI L 6 __ __: __ -_ r-_n. � <br /> RETRSFIT & REMS)ELING <br /> tfit _/ g <br />