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z <br />a <br />PERMANENT ROOF TRUSS BRAGIN6 NOTES: <br />(SIN6LE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP <br />GHORD, CONTACT MW FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. 6EILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51-B3 F16URE5 53-I5 8 B3-19). SHOP APPLIED REINFORCEMENT PER BC51433 F16URE5 53-22 $ BG-23 15 <br />ACCEPTABLE. <br />• 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. <br />• V $ 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ I6d 6UN NAILS (0.1310 1/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (5) OR MORE SIMILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROWS OF LATERAL <br />BRACIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGES. <br />CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) I6d <br />6UN NAILS (0.13lx3 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END <br />WALL 8 ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/OSB <br />A ✓I ROOF 5HEATHIN6 <br />COMPRE55ION WEB (SLOPING <br />OR VERTICAL) <br />COMPONENT <br />� CLADDING <br />Gomponent5 � Gladding hind Pressures <br />UP TO 140 MPH Wind Zone Exp. B, RIA Gat. II <br />EnG lo5ed, 0.18 I nt. Pre55ure Goef. f . <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+141 <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20' TO 21" <br />2e <br />+141 <br />-36.8 <br />03 <br />+141 <br />-36.8 <br />OI <br />+141 <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14.9 <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />20° TO 21" <br />2n <br />+14A <br />-45.1 <br />0 <br />+14.11 <br />-53.6 <br />O <br />+21.2 <br />-221 <br />WALLS <br />0 <br />+21.2 <br />-28.3 <br />UNOTE:Pre55ure5 charted here are allowable pre55ure5 and are <br />permitted to be converted per A5GE 1-I6 Section 2.4.1 to get <br />an equivalent ultimate load pre55ure. Divide allowable <br />pre55ureS by a factor of 0.6 to obtain ultimate pre55ure5. <br />Values are based on worst Gaye Scenario of 10 p5f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />seal,�.���,.`� <br />o <br />-0•� T TE OF �tG <br />Q�,• �C ®R®,r. <br />W <br />/IIIMGi <br />© copyright : MULHERN & KULP <br />Structural Engineering, Inc. <br />0 cD <br />Z <br />J� <br />W <br />z <br />Z <br />CD <br />w <br />Z= <br />U <br />W� <br />t` <br />T N <br />JF= <br />Z <br />W <br />ID <br />LU <br />W <br />7 <br />O <br />rn <br />a- <br />Q <br />A C. <br />1 <br />c E <br />co <br />= <br />m jE <br />a'A <br />CD <br />o <br />co CP <br />M LO <br />0 <br />N <br />CM O. <br />PRE55URE ZONE5 M&K project number: <br />CONTINUOUS LATERAL BRACE O 6 8"2 O O 1 1 <br />ALTERNATE ® (3) OR MORE <br />ADJACENT 51MILAR TRUSSES (SEE <br />\.:: INDIV. TRU55 SHOP DRAWINGSproject mgr: <br />x <br />FOR LOCATIONS) drawn by DJ R <br />2x 5TRON66AGK MAY BE issue date: 12-16-21 <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) REVISIONS: <br />GONTIN. LATERAL BRA6IN6 date: initial: <br />TO LAP AGRO55 MIN. (1) DIRECT -APPLIED <br />TRU55 BAY AS 5HOWN 6WB GEILIN6 <br />SECTION B-B <br />ALTERNATE METHOD HM (3) OR MORE SIMILAR TR F6M ARE GROUPED <br />WEB MEMBER REQUIRIN6 <br />B BRAGIN6 AS INDICATED BY <br />TRUSS MANUFACTURER <br />2x 5TRON6BAGK 2x 5TRON6BAGK5 MAY BE <br />>� <br />(NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/O5B <br />DIREGT-APPLIED / \-'L' OR 'T' BRAGIN6 <br />6WB GEILIN6 WEB5 DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />Q <br />BRAG I NCG DETAILS $ NOTES <br />a <br />SCALE: NONE DIRECT APPLIED GEILIN6 <br />W <br />T <br />0 <br />T <br />►-�I <br />T�-T- <br />W <br />o <br />z_ <br />Ld <br />a <br />W <br />Ld <br />J <br />U <br />U <br />3: <br />O Z <br />J J <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REG2U I RED <br />ALL APPL I GABLE 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 />sheet: <br />PBSBw 1 <br />