Laserfiche WebLink
DRAWN BY: <br /> Sill plate <br /> EC <br /> Maximum dimension per Mfr <br /> Provide wood shim(s) between Plate hardware per Mfr's spec's <br /> sill plate and side anchor whenLM H <br /> space exceeds 3/16" and is less Minimum lag screw diameter and <br /> 2-1/2" min. embedment than 3/4". When space is 3/4" embedment or nailing in sill plate and lag industrial Services LLC <br /> ../ <br /> into sill plate to 2-1/2" use a single piece screw/nailing spec's per Mfr's req'mts M1'aiyland I Washington DCI Nom VA <br /> Verify w/ mfgr shim fastened as shown below. (pre—drilled pilot holes must be <br /> requirements i -- :" im, provided for lag screws). Side .--� 410-530-5364 <br /> ,..-- -.— , y— Minimum slag screw diameter per — <br /> lir 4 <br /> Mfrs req mts for side plate I plate spacing per plan req'mts.----- o . . <br /> (pre—drilled plot holes must be 1 �" <br /> provided for lag screws). Side Sill plate <br /> plate spacing must meet plan .• NOTES: <br /> ,, Iiiiiiiiiii ... <br /> q — Anchor bolt, nut, and inim� �i� <br /> requirements. 4 imouni !'.! oi washer per Mfr's req'mts <br /> f for side anchor <br /> Anchor bolt, nut, and washer per € a , _ <br /> Mfr's req'mts for side anchor �. .. Minimum bolt embedment '.. A <br /> in concrete is 4" (or per A <br /> . Minimum bolt embedment in concrete : . ¢� Mfr's spec's). Maximum 14 <br /> I ' is 4 inches (or per Mfr's specs). g ° for expansion bolts is 2/3 I <br /> Maximum embedment for expansion <br /> I <br /> , µ wall thickness. 4d <br /> f 4 « bolts is 2/3 wall thickness. <br /> i „, k ;• } • 414 <br /> Concrete foundation <br /> Concrete foundation �i <br /> stem wall _ _ <br /> SECTION SECTION SECTION <br /> SEAL <br /> Lag screws in side plate per <br /> Mfr's spec's Lag screws or nailing per Mfr's <br /> �2” min Single piece wood shim when space spec's for side anchor <br /> 1'-5" min between sill plate and anchor plate is Sill plate <br /> 3/4" to 2-1/2". Use two 3/8" lag <br /> _ screws (min. 2-1/2" embedment into <br /> �� sill late to attach shim to sillplate. n 1 1 t <br /> 0fc <br /> O O O r p ) j ��������_�� Adjustable side plate: <br /> . �__ .. . <br /> Pre—drilled bolt hole size 1 <br /> Sill plate 1. i} per Mfr's req'mts based on ENGINEER: <br /> type of bolt used (mechanical . 41 <br /> Flat side plate: Pre—drilled hole size , . <br /> \ or chemical anchor). r8. O / . O4 <br /> 4� per mfrs req'mts based on type of bolt " t <br /> ® O used (mechanical or chemical anchor). �� it 4/ Bolt type and diameter per <br /> Bolt type and diameter per Mfr's specs. \ mfr's spec's. Side plate . <br /> \ � Side plate spacing must meet plan a 44. 44 ,,z .4 spacing must meet plan b- 4 {, 41 <br /> �. . i requirements. i q. requirements. d . ; 4.. <br /> 4 d Concrete foundation 4 a <br /> . � � � .� Concrete foundation .; p. a � � �, � <br /> b 4 4. _. _44 . a stem wall . _ 4_,__ �__ ._3., stem wall _��� ...=_ <br /> _L ___. a _ ._ 206-784-7275 <br /> FRONT VIEW FRONT VIEW FRONT VIEW <br /> 57x=- <br /> SIDE ANCHOR DETAIL — Simpson FAP shim or flush SIDE ANCHOR DETAIL Simpson UFP ------ <br /> DETAIL 3 y• <br /> RETRSFIT & REMO)ELING - 7-4—N.,) <br /> `` -. <br />