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I <br />4 <br />WE <br />e <br />0 <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 5PACED NO MORE THAN 24" O.G.) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY <br />INFORMATION (BG51) "61)IDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ67 8 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. <br />IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MdK FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN& <br />THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'V OR 'L' BRACE5 (REFERENCE <br />BG51-133 F16URE5 63-18 8 133-I61). 5HOP APPLIED REINFORCEMENT PER BG51-53 F16URE5 133-22 3 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 V REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. <br />• V b 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEBNERTIGAL W/ Ibd GUN NAILS (0.131x3 I/2') AT b" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALI6N, CONTINUOUS ROW5 OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. <br />• GONTINUOU5 ROWS OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROWS 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) 16d <br />6UN NAILS (0.I31x3 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 8 MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH 6ABLE END <br />WALL $ ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAIL5 ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/056 <br />ROOF 5HEATHIN6 <br />GOMPRE55ION WEB (SLOPING <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE ® (3) OR MORE <br />................................... ADJACENT 51MILAR TRU55E5 (SEE <br />IND IV. TRU55 SHOP DRAWINGS <br />x FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR CON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRU55 BAY A5 5HOWN 6WB GEILIN6 <br />5EGTION B-B <br />ALTERMTE WE wsWE (3) OR MORE SIMLAR TAMM ME 6ROWM <br />WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON613AGK 2x 5TRON6BAGK5 MAY BE <br />(NOT REQ'D FOR IN5TALLED FOR GON5TRUGTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQV FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />DIREGT-APPLIED <br />6WB GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />'L' OR 'T' BRACING A <br />WEB5 DE516NATED BY <br />TRU55 MANUF. <br />PERMANENT TRU55 <br />BRAG I NG PETA I L5 4 NOTE5 <br />SCALE: NONE <br />DIRECT APPLIED CEILING <br />J <br />COMPONENT � GLADDIN6 <br />PRE55URE ZONES <br />Gomponents 4 Glodding Wind Pressures <br />UP To 140 MPH Wind Zone Exp. B, Ri5k Gat. 11 <br />Endo5ed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P5E) <br />ROOF (HIP) <br />O <br />+14.9 <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 210 <br />2e <br />+14A <br />-36.8 <br />3O <br />+14.9 <br />-36.8 <br />O <br />+14A <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 2T <br />2n <br />+14A <br />-45.1 <br />3r <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />O 1+21.2 <br />-28.3 <br />�NOTE:Pre55ures charted here are allowable pressures and are <br />permitted to be converted per A5GE 1-16 section 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />pressures by a factor of 0.6 to obtain ultimate pressures. <br />Value5 are based on Worst Gaye Scenario of 10 p5f (off. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETAILS ARE T''PIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REWIRED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I EI GALLY I ND I GATED <br />DETAILS ARE NOT "GUT ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: <br />.4% Y <br />�- <br />12022 <br />© copyright: <br />StructurdfA§1h§6rirq, inc. <br />oz <br />Z <br />JLU <br />W <br />w <br />Z c <br />C-0 rn <br />Z <br />w <br />J uz <br />Q N <br />Z� aC-3 <br />F- <br />at = E <br />fr <br />UJI <br />Cn j <br />0° T E <br />.,r1: 4 ¢ � <br />JZ CD <br />W Y CP <br />y m L6 <br />Lil o N <br />1C CO) M <br />IV <br />M&K project number: <br />068-1 9029 <br />project mgr: ..] S B <br />drawn by: BC <br />issue date: 09- `] 5-2 `] <br />REVISIONS: <br />date: initial: <br />02 22122 Dip, <br />Cz <br />o <br />r, <br />J <br />W <br />Q <br />0 <br />J <br />Q <br />W <br />2 <br />Ld <br />sheet: <br />d <br />Q <br />0 <br />J <br />LL <br />W <br />C� <br />z <br />x <br />(L <br />W <br />U) <br />d <br />U <br />LO W <br />F~ x <br />0 Z <br />J J <br />PBS"Bmill <br />M <br />