Laserfiche WebLink
r <br />A <br />a <br />C-7 <br />a <br />PERMANENT ROOF TRUSS BRAGIN6 NOTES: <br />(SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, 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 PLYW000/055 5HEATHIN6. <br />« IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M$K FOR BRAGING DE516N. I <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. GEILIN6 <br />4. WEB MEMBER BRAGING: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WE55, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRAGE: <br />WHERE BRAGIN6 IS REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51433 FI6URE5 B3-18 $ 133-M). SHOP APPLIED REINFORCEMENT PER BG51-53 FI6URE5 63-22 $ BG-23 15 <br />ACCEPTABLE. <br />« 'T' $ V REINFORGIN6 MATERIAL SHALL MATCH THE SIZE OF THE WEB/VERTIGAL MEMBER. <br />« 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />« FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2") AT b" O.G. <br />b. CONTINUOUS LATERAL BRAGING ALTERNATE: <br />WHEN THREE (3) OR MORE SIMILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROW5 OF LATERAL <br />13RAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRACES. <br />CONTINUOUS R.OW5 OF LATERAL BRAGIN6 SHALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED <br />ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB W (2) Ibd <br />6UN NAILS (0.131x3 I/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH 6ABL� END <br />WALL $ ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) 16d NAILS o 510E OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 <br />A ./I ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGIN6 -' <br />TO LAP AGRO55 MIN. (1) DIRECT -APPLIED <br />TRU55 BAY A5 5HOWN 6WB GEILIN6 <br />SECTION B-B <br />ALTERNATE METHOD WERE (3) OR MORE SIMILAR TW%i5E5 ARE 6ROWM <br />2x STRONGBAGK <br />(NOT REQ'D FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />PLYWD/O5B <br />DIRECT -APPLIED <br />6WB GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />GOMPRE55ION WEB (SLOPING <br />OR VERTIGAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (SEE <br />INDIV. TRU55 SHOP DRAWIN65 <br />FOR LOCATIONS) <br />2x 5TRON613AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REGV FOR <br />STRUCTURE) <br />WEB MEMBER REQUIRING <br />� <br />B iBRAGIN6 A5 INDICATED BY <br />TRUSS MANUFACTURER <br />2x 5TRON6BAGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />STRUCTURE) <br />V OR 'T' BRAGIN6 o <br />WEB5 DE516NATED BY <br />TRUSS MANUF. <br />PERMANENT TRU55 <br />BRACING PETA I L5 4 NOTE5 <br />SCALE: NONE <br />DIRECT APPLIED GEILIN6 <br />r� <br />COMPONENT <br />J <br />2e <br />i CLADDING <br />PRE55URE ZONE5 <br />Gomponent5 � Gloddinq Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Enc lo5ed, 0.18 I nt. Pre55ure Goeff. . <br />MEAN ROOF <br />ZONE <br />PRE551JIRE50 <br />ZONE <br />PRESSURES© <br />HT: 25 FT: <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14.q <br />-26.6 <br />2r <br />+14.11 <br />-36.8 <br />20" TO 27" <br />2e <br />+14A <br />-36.8 <br />0 <br />+14.11 <br />-36.8 <br />O <br />+14.q <br />-28.5 <br />2r <br />+14.q <br />-45.1 <br />ROOF <br />2e <br />+14.q <br />-28.3 <br />3e <br />+141 <br />-45.1 <br />(6ABLE) <br />20' TO 21' <br />2n <br />+14.q <br />-45.1 <br />O <br />+14A <br />-53.6 <br />0 <br />+21.2 <br />-22A <br />WALL5 <br />0 <br />+21.2 <br />-28.3 <br />NOTE:Pre5Sure5 charted here are allowable pre55ure5 and are <br />permitted to be converted per A5GE 1-16 Section 2.4.1 to get <br />on equivalent ultimate load pre55ure. Divide allowable <br />pres5ureS by a factor of 0.6 to obtain ultimate Pre55ure5. <br />Values are based on worst case Scenario of 10 p5f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH I5 HOME $ SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REQUIRED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: % �- <br />®�% <br />N <br />® <br />78 4 <br />�o <br />m <br />AT Or <br />© copyrAUAA"i <br />Structural Engineering, Inc. <br />0.. CD <br />Z <br />JLU <br />w <br />w <br />Z <br />o <br />C9 <br />rn <br />'- <br />Z <br />w <br />a <br />J <br />Q <br />N <br />Z= <br />F- <br />.n <br />a� <br />U <br />A <br />a4 <br />UJIpC <br />c <br />N <br />= <br />m <br />E <br />a <br />>. <br />Z <br />W <br />CD <br />0 op <br />y <br />o ccOO <br />m L6 <br />W <br />cc <br />c+7 a <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DJ R <br />issue date: 01 - 1 7-2 2 <br />REVISIONS: <br />date: initial: <br />0 <br />n <br />0 <br />w i <br />w Q z <br />a <br />:D Ld <br />J <br />'Q ~ z <br />� a JJ <br />PBS811ol <br />I dill -.'df II 1A I is IL bi. I 4L ,11i ii , I. III AlI; I I I <br />