Laserfiche WebLink
A L 1_ I I 1 I 1 II 1 <br />PERMANENT ROOF TRU55 BRACING NOTE5: <br />(51N(7LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT 5AFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINING 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2006 EDITION). <br />2. TOP CHORD BRACING: <br />TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRJ55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M4K FOR BRAGIN6 DE516N. <br />3. BOTTOM GHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILING <br />4. WEB MEMBER BRAGIN5: <br />THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (WEB5, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'V OR 'L' BRAGE5 (REFERENGE <br />BG5I-53 FIGURE5 53-IS 4 53-Iq). 5HOP APPLIED REINFORCEMENT PER BG51-53 FIGURES 83-22 4 13G-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE SIZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGING TO WEB/VERTIGAL W/ Ibd 6UN NAILS (0.13lx3 I/2'7 AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, CONTINUOUS ROWS OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. <br />• GONTINUOU5 ROWS OF LATERAL BRAGIN6 SHALL GON5I5T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TR65 GOMPRE5510N WEB w/ (2) 16d <br />GUN NAIL5 (0.13ix3 112"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 CLOSEST TO EACH GABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 <br />ROOF SHEATHING <br />GOMPRE55ION WEB (SLOPING <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 5HOP DRAWIN65 <br />" FOR LOGATIONS) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TRU55 BAY A5 5HOWN <br />2x 5TRON6BAGK <br />(NOT REQV FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />DIRECT -APPLIED <br />6WB CEILING <br />5EGTION B-B <br />&MMAIE ME WO 11 (3) OR MORE SIMILAR fR"iS ARE 6RaM <br />E. <br />R <br />DIRECT -APPLIED <br />GWB CEILING - <br />TYPICAL TRU55 ELEVATION <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGI% AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />WEB MEMBER REQUIRING <br />BRACIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRONGBACK5 MAY BE <br />INSTALLED FOR GON5TRJGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />`L' OR 'T' BRAGI% o <br />VE55 DE516NATED BY <br />TRU55 MANUF. <br />PERMANENT TRU55 <br />BRAG I NG 17ETA I L5 $ NOTES <br />SCALE: NONE <br />DIRECT APPLIED GEILINS <br />J <br />GOMPONENT � GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 � Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, R115k Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55UR.E5(D <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />0 <br />+14A <br />-26.6 <br />2r <br />+14.q <br />-36.8 <br />20• TO 2T <br />2e <br />+14A <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />0 <br />+141 <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />20• TO 21' <br />2n <br />+14.q <br />-45.1 <br />O <br />+14.q <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />0 <br />+21.2 <br />-28.3 <br />(DNOTE:Pressure5 charted here are allowable pressures and are <br />permitted to be converted per ASGE 7-16 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 />Valuer, are based on worst care Scenario of 10 psf (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />c• <br />seal: <br />No 77*4 <br />STATE OF 46 <br />tv Z. <br />10NA1. <br />© copyright : MUL wauP <br />Structural Engineering, Inc. <br />QLD <br />z <br />J� <br />w <br />w <br />Z <br />c <br />CO <br />C" <br />z <br />w <br />J <br />aa.. <br />i <br />(V <br />Q <br />.c <br />Z= <br />F- <br />A <br />� <br />� -4�c <br />� <br />F- <br />() <br />c <br />"o N <br />w <br />3:E <br />m <br />Q <br />Q <br />a <br />o� <br />W <br />p <br />o <br />y <br />m` <br />W <br />C) cv <br />cr) CL <br />IV <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: .J,SB <br />drawn by: MJT <br />issue date: 0 5-2 8.2 `j <br />REVISIONS: <br />■ date: initial: ■ <br />01 2021 <br />a <br />Z <br />N__J <br />J <br />W <br />Q <br />2 <br />0 <br />1 <br />z <br />x <br />a <br />U) <br />W <br />U <br />U) <br />z <br />J <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU 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 />PBSB,ml <br />