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4 <br />a <br />PERMANENT ROOF TRU55 BRACING NOTES: <br />(SINGLE FAMILY HOME OR TONNHOU5E GON5TRUGTION, NITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) <br />1. NOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE NITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO (5001) PRACTICE FOR HANDLING, INSTALLING, RESTRAINING $ BRACING OF <br />METAL PLATE CONNECTED NOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRACING: <br />TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIEE) PLYNOOP/0513 SHEATHING. <br />IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PUIRLIN5 FASTENED TOP <br />CHORD, CONTACT MW FOR BRACING DESIGN. <br />5. E30TTOM CHORD BRACING: <br />a. THE 130TTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED G.H.B. CEILING <br />4. NE5 MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TPIU55 MEMBERS (NEE35, VEPITIGAL5) THAT REGUIRE <br />LATERAL BRAGINWRE5TRAINT. <br />a 'T' OR 'L' BRACE: <br />HHERE BRAGIN6 15 REOUIRED AS INDICATED ON SHOP DRANIN6, UTILIZE TOR'L'BRACE5 (REFERENCE <br />BGSI-133 FIGURES E33-18 $ E33-1q). SHOP APPLIED REINFORCEMENT PER E3051-B3 FIGURES E33-22 4 E!6-23 15 <br />ACCEPTABLE. <br />s 'T' $ 'L'REINFORGINC7 MATERIAL SHALL MATCH THE SIZE OF THE �IEWVERTIGAL MEMBER. <br />a 'L'4 'T'REINFORGIN6 TO BE A MINIMUM OF L10% OF THE LENGTH OF THE NEEVVERTIGAL MEMBER. <br />a FASTEN 'L'OR 'T'REINFORGIN6 TO KEB/\/ERTIGAL 1AV 16GI GUN NAILS (0.1310 1/2") AT 61, o.C. <br />b. CONTINUOUS LATERAL BRACING ALTERNATE: <br />NHEN THREE (3) OR MORE SIMILARLY CONFIGURED ROOF TRUSSES ALIGN, CONTINUOUS RON5 OF LATERAL <br />BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L'OR'T'BRAGE5. <br />* CONTINUOUS IRONS OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4. IRONS SHALL BE LAP SPLICED <br />ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION NEE, N/ (2) 16d <br />GUN NAILS (0.1510 1/2"). <br />e CONTINUOUS LATERAL BRAGIN6 SHALL 13E RESTRAINED BY 1)IA6ONAL BRACING (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF'5TU0'(5RADE MATERIAL), TH15 BRAGIN615 TO BE CONTINUOUS. PROVIDE ONE <br />RON OF DIAGONAL BRACING AT VERTICAL NEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE ENE) <br />NALL 4 ADDITIONAL DIAGONALS AT 20'-0" AS REGUIRED. <br />DIAGONAL BRACE NAILED TO OlIP051TE <br />PROVIDE (2) I(od NAILS 51DE OF NE13 AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYNOOV/0513 <br />A ROOF SHEATHING <br />COMPRESSION NE13 (SLOPING <br />OR VERTICAL) <br />LO <br />\\(:D/ <br />(D 0 <br />(B DTO -0 �(g- <br />GOMPONENT � GLADDIN6- <br />PRE55URE ZONE5- <br />GomponenL5 � Gladding Hind Prea5ure5 <br />UP TO 140 MPH Nind Zone Ex,p. B, Ri5k Gat, 11 <br />Endo5ed, 0.15 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRESSURE5D <br />ZONE <br />PRE55URE5@ <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />(D <br />+14A <br />-26.6 <br />(D <br />+14A <br />_5613 <br />200 TO 210 <br />(�� <br />I +14A <br />_36.8 <br />(�) <br />+14.q <br />-36.8 <br />(D <br />+14.q <br />-28.5 <br />(2D <br />+14A <br />-45.1 <br />ROOF <br />+14,q <br />-28.3 <br />+14,q <br />-45.1 <br />(6ABLE) <br />200 TO 210 <br />+14A <br />-45.1 <br />+14.q <br />-53.6 <br />+21.2 <br />-22A <br />NALL5 <br />+21.2 <br />-28.3 <br />NOTE-Pre55ure5 chorted here ore olloNoble pre5eure5 ond ore <br />permitted to be converted per A5GE 1-16 5ertion 2.4.1 to got <br />an equivolent ultimote lood pre,55uro. Divide olloNoble <br />pre5qureq by o fortor of 0.6 to obtoin ultimote preqsure5. <br />Voluer, oro bo5ed on Pqor5t Go5e Ecenorlo of 10 p5f (eff. orea). <br />Refer to note5 on 5-0.0 for roof/PqoII noiling requirement5. <br />seal: <br />G. <br />No 77824 <br />STATE OF 4, <br />to N <br />Abu <br />copyright hau <br />FR W <br />S c <br />truA 411110del& Irc, <br />a(D <br />nz <br />MJ R <br />LU <br />Z <br />C14 <br />CM <br />CD <br />C:) <br />Cn <br />z <br />L<u <br />CL <br />+ <br />CD <br />zC= <br />-0 <br />E <br />A <br />UJI <br />>D A <br />< I <br />CD CD <br />z <br />LU <br />M CD <br />go <br />,e <br />2 <br />M <br />LU <br />- <br />C=) <br />co M <br />19F <br />M&K project number: <br />CONTINUOUS LATERAL BRACE <br />068-19029 <br />ALTERNATE 0 (3) OR MORE <br />r e mgr: <br />drawn by: <br />BC <br />J ADJACENT 51MILAR TRUSSES (SEE <br />.......... .......... .............. <br />................. INVIV. TRU55 SHOP DRANIN65 <br />...... ..... . . . . ... . . . . . . . . . . . . . . . . .......... . . <br />FOR LOCATIONS) <br />2x 5TRON66ACK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />issue date: <br />09-1 5-21 <br />-7 AT <br />TO KEEP EVEN 5PAGINC <br />12 1 BOTTOM CHORD (NOT REOV FOP, <br />STRUCTURE) <br />REVISIONS: <br />date: <br />initial: <br />GONTIN. LATERAL BRACING <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRU55 BAY AS 5HONN 6N5 CEILING <br />SECTION 13-13 <br />ALTERMTE WTHOP HIM (3) OR MOFM 51MILAR TMSSES ARE 6RCJPEP <br />L%rn a q n <br />NEB MEMBER REQUIRING <br />BRACING AS INDICATE]) BY <br />TRUSS MANUFACTURER <br />2x 5TRON65AGK 2x 5TRON65ACK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />(NOT REG'D FOR <br />TO KEEP EVEN SPACING At <br />STRUCTURE) 0 IE330TTOM CHORD (NOT REG'D FOR <br />5 <br />TRUGTURE) <br />DIRECT -APPLIED <br />PLYND/05B - <br />DIREGT-APPLIED \-'L'OR'T'I3RAGIN6 0 <br />:0 <br />6NB CEILING NE55 DESIGNATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />cz <br />PERMANENT TRU55 < <br />5RACINC7 r�ETAIL5 $ NOTEB 12 <br />WALM NONS VIWT APPLIED CEILM 0� <br />0Q 0 <br />J LL <br />Ld W <br />(D <br />LLI z <br />0 <br />U) <br />Lo <br />:D J <br />U <br />D LLI Lr) W <br />0 Z <br />J J <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REOUIRED <br />ALL APPLICABLE AREAS. THESE ViHERE 5PEGIFIGALLY INDIGATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />PBSBm I <br />