Laserfiche WebLink
s 01�1 15 2020 <br />�,eeraaaaeaa�s <br />PERMANENT ROOF TRUSS BRACING NOTES: <br />���. ` ,�'a' ` Fr - <br />(SINGLE FAMILY HOME OR TOWNHOUSE CONSTRICTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.C) <br />I. WOOD TRUSSES SHALL. BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT SAFETY <br />"GUIDE <br />N 77824 .� r <br />•' <br />INFORMATION %51) TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESIRAININ6 4 BRAGING OF <br />* :. <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />:rr� <br />2. TOP CHORD BRACING: <br />gTATF °'U: <br />TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/055 5HEATHING. <br />coho <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP <br />'S iE in`e' rih���� <br />CHORD, CONTACT MW FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING <br />4, WEB MEMBER BRACING: <br />THE TR155 MANUFACTURER SHALL INDICATE THE TR155 MEMBERS (VJ[85, VERTICALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'V OR 'L' BRACE: <br />WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE <br />BG51-53 FIG5URE5 B3-18 $ 13344). SHOP APPLIED REINFORCEMENT PER BG51-B3 FIGIURES 83-22 4 BC-23 15 <br />ACCEPTABLE. <br />• 'T' d 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. <br />• 'L' d 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORCING TO VCBNERTIGAL W/ I6d GUN NAILS (0.131x3 I/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55B AL16N, CONTINUOUS ROW5 OF LATERAL <br />13RAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRACES. <br />• CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TR155 COMPRESSION WEB w/ (2) Ibd <br />GUN NAILS (0.1310 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER $ MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIA60NAL BRAGING AT VERTICAL WEB MEMBERS OF TRV55B CLOSEST TO EACH GABLE END <br />WALL d ADDITIONAL DIAGONAL5 AT 20'-0" A5 REQUIRED. <br />DIA60NAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) ibd NAILS o SIDE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 <br />ROOF 5HEATHIN6 <br />GOMPRES51ON WEB (SLOPING <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRAGE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRUSSES (5EE <br />INDIV. TRUSS SHOP DRAWINGS <br />FOR LOCATIONS) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP ACRO55 MIN. (1) <br />TRUSS BAY A5 SHOWN <br />2x 5TR0N65AGK <br />(NOT REQV FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />DIREGT-APPLIED <br />616113 CEILING <br />SECTION B-B <br />ALnMTE MEI W W6tE (3) OR MORE S*RM MUM ARE 6RMW <br />2x STRONGBAGK MAY BE <br />INSTALLED FOR GONSTRUGTABILITY <br />TO KEEP EVEN SPACING AT <br />BOTTOM CHORD (NOT REQV FOR <br />STRUCTURE) <br />WEB MEMBER REQUIRING <br />BRACING A5 INDICATED BY <br />TRL65 MANUFACTURER <br />2x 5TRON615AGK5 MAY BE <br />INSTALLED FOR CONSTRJCTABILITY <br />TO KEEP EVEN SPACING AT <br />BOTTOM CHORD (NOT REGV FOR <br />STRUCTURE) <br />PERMANENT TRUSS <br />BRAC I NCG DETAILS 4 NOTES <br />W&M. NDNE <br />DIWT APPLIW 011LIN6 <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 6 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />Z <br />Jcc <br />W <br />w <br />Z <br />ED- <br />Z <br />w <br />J <br />Q <br />zH <br />cr U <br />WF- <br />F- v� <br />J <br />3: <br />JF- <br />z <br />W <br />C <br />y <br />W <br />7 <br />M&K project number: <br />5S <br />=z <br />nQ. <br />.EO <br />d v <br />♦ Q <br />C z". <br />v <br />m <br />a E <br />-moo g <br />CA <br />0 <br />m <br />o `- <br />N <br />M Cl <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />MJT <br />issue date: <br />10.07-20 <br />REVISIONS: <br />date: <br />initial: <br />LO <br />J <br />H <br />W <br />0 <br />sheet: <br />J <br />W <br />Q <br />2 <br />0 <br />0 <br />a <br />0 <br />N <br />0 <br />J <br />d <br />O <br />0 <br />J <br />LL, <br />PBSBw,..,, <br />