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A ( B I C I D I E ( F I G I H I J I K <br /> WOOD(confd) � . <br /> FASTENERS <br /> Fasteners shall conform to the following requirements,unless noted otherwise.Splitting shall be <br /> avoided at all wood fasteners. <br /> Bolts NOS section 12.1.3 P, <br /> Lag screws NDS section 12.1A <br /> Wood screws NOS section 12.1.S <br /> Nails NOS section 12.1,E Helix <br /> Wood-to-wood connection bolts ASTM A307 <br /> Steel-ro-wood connection bolts ASTM A307 <br /> Anchor rods(7"embed min) ASTM F1554 grade 36 with threaded ends and welded nut at design g 1->o u p <br /> end(provide higher grade at holdown rods where indicated) <br /> cxLLr <br /> Thru-bolt and anchor rod holes shall be at least 1/32"but no more than 1/16'larger than bolt/rod ! I' <br /> diameter.Clearance holes for lag screw shanks shall have the same diameter as the tag shank and the ^ <br /> same penetration depth as the length of the unthreaded shank.Lead holes for threaded portion of lag L <br /> screws shall have a diameter of 55 to 60%of lag screw shank diameter and shall extend the length of r <br /> the threaded portion of the lag screw.Fasteners exposed to earth,weather or located in pressure <br /> preservative or fire retardant treated wood shall comply with the criteria listed in the"Metal Products in •-ate <br /> Contact with Treated Lumber section. <br /> M/F.RICIN INSTIPIIE OF ARCNIlEC1S <br /> FRAMING CONNECTORS <br /> Timber connectors called out by letters and numbers shall be*Strong-Tie"by Me Simpson Strong-Tie <br /> Company.Equivalent devices by other manufacturers may be substituted,provided they have ICC <br /> approval for equal or greater load capacities. <br /> All connectors shall be installed In accordance with the manufacturer's recommendations.Provide <br /> number and size of fasteners as specified by manufacturer.All shims shall be seasoned and dried and <br /> the same grade(minimum)as members connected.All nails shall be as called out in the"Fasteners` <br /> section of this sheet,unless noted otherwise.All bolts in wood members shall conform to ASTM A307. <br /> Provide washers under the heads and nuts of all bolts and lag screws bearing on wood.Where <br /> connector straps connect two members,place one-half of the nails or bolts in each member. <br /> METAL PRODUCTS IN CONTACT WITH TREATED LUMBER HELIX DESIGN GROUP,INC <br /> Simpson hardware in contact with ACQ,CA,or CBA pressure-preservative treated wood shall have a <br /> M.finish(G185 HOG per ASTM A653)or shall be post hot-dip galvanized(per ASTM A123 for <br /> connectors and ASTM A153 for fasteners)unless noted otherwise.Exception:type 304 or 316 stainless <br /> steel connectors and fasteners are required for the following applications: UND <br /> • ACO,CA or CBA treatments with ammonia where members are used in exterior applications. <br /> • All <br /> tentiotrevelsgrs 44 SAHL <br /> • Retention levels greater than 0.40 pcf for ACQ 0.41 pN for CBA-A or 0.21 pd for CA-B treatments. <br /> Stainless steel connectors require matching stainless steel fasteners,Zmax and post hot-dip galvanized 1201 First Avarua South,Suite 310 <br /> connectors require fasteners galvanized per ASTM A153.Thru-bolts and anchor rods used in dry Seattle,Washington 98134 <br /> conditions shall be permitted to be of mechanically deposited zinc coated steel with coating weights In 206-402-5156 www.lundopa hLcom <br /> accordance with ASTM B 695,class 55 minimum.See IBC section 2304.10.5.1 and"Framing Connectors' <br /> section on this sheet for additional requirements. <br /> 11Otk14 PAL,C <br /> at Vr a a <br /> t <br /> n <br /> 5 ;CtT 4aiq <br /> �F rsul s^r' <br /> Atsbnu.u�' <br /> 6 <br /> STRUCTURAL <br /> 7 GENERAL <br /> NOTES <br /> 8 <br /> REVISION DATE <br /> 9 <br /> DATE JOB NO. <br /> 10/14/2022 22-133-01 <br /> 10 S004 <br /> DRAWING NO, <br /> A I B I C I I ( I G i✓HEUX DESIGN GROUP,INC.:u u}k <br /> D E F H <br /> rct•.rrM%1 Cato!Ih50xLa!r!ran/U <br /> naMead karplain aar'MI:JAV.'M21 <br /> cmialan h eAho koa l•oix Rurn Gan <br />