Laserfiche WebLink
r? <br />cr <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(51N5LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BJILDIN6 COMPONENT 5AFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ5 8 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/056 5HEATHIN6. <br />t IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP <br />CHORD, CONTACT MW FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRACIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED 6.W13. GEILIN6 <br />4. WEB MEMBER BRAON5: <br />THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBER5 (WEB5, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RESTRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE <br />BG51-53 F16URB 133-18 4 13341). SHOP APPLIED REINFORCEMENT PER BG51-83 F16URE5 53-22 8 BG-23 15 <br />ACCEPTABLE. <br />'T' $ 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. <br />t 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. <br />t FA5TEN 'L' OR 'T' REINFORGIN6 TO NEBNERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONF16URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACE5. <br />t CONTINUOUS ROW5 OF LATERAL BRACING 5HALL GON515T OF MINIMUM 2x4. RON5 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5ECURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) 16d <br />6UN NAILS (0.1310 I/2"). <br />t GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH 6ABLE END <br />WALL $ ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. <br />DIA6011AL 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/055 <br />A ROOF 5HEATHIN6 <br />CONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TRU55 BAY A5 5HOWN <br />2x 5TRON613AGK <br />(NOT REQ'D FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />DIREGT-APPLIED <br />61113 GEILIN6 <br />5EGTION B-B <br />ALTERNATE rfn10D P#M (3) ae MORE MLW Tra155M Axe 6ROM <br />3 <br />DIRECT -APPLIED <br />61AB GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />GOMPRE5510N WEB (5LOPIN6 <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE 0 (3) OR MORE <br />........... ADJACENT 51MILAR TRU55E5 (SEE <br />INDIV. TRU55 SHOP DRAWIN65 <br />FOR LOGATIONS) <br />2x 5TRON66AGK MAY BE <br />INSTALLED FOR GON5TRUGTA13ILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />WEB MEMBER REQUIRING <br />BRACIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />'L' OR 'T' BRACIN6 o <br />NE55 DE516NATED BY <br />TRU55 MANUF. <br />r�G4 <br />COMPONENT <br />J <br />_44i <br />� GLADDIN6 <br />PRESSURE ZONES <br />Gomponents i Gladding Nind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Enclosed, 0.15 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />0 <br />+141 <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20° TO 210 <br />2e <br />+141 <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />0+14A <br />-28.5 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14.61 <br />-45.1 <br />(6ABLE) <br />20° TO 21° <br />2n <br />+14.q <br />-45.1 <br />3r <br />+14.11 <br />-53.6 <br />(� <br />+21.2 <br />-221 <br />INALL5 <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-I6 Section 2.4.1 to get <br />an equivalent ultimate load pre55ure. Divide allowable <br />pressures by a factor of 0.6 to obtain ultimate pre55ure5. <br />Values are based on worst case 5cenario of 10 p5f (eff, area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />seal ®®�0%1 �' �/� <br />? <br />a <br />� t � <br />OF <br />♦ i <br />© copyr� Pc <br />idrkhOndrAbi�e�,``lnc. <br />0 cm <br />Z <br />LU <br />J� <br />Lu <br />z <br />Z <br />CD <br />Z <br />w <br />J <br />zH <br />U <br />W� <br />H <br />.jH <br />z <br />MW <br />0 <br />CA <br />MUj <br />c <br />&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DJ R <br />issue date: 1 2-14-21 <br />REVISIONS: <br />date: initial: <br />03/11/22 Dip, <br />PERMANENT TRU55 <br />Q <br />5RAG I NG VETA I <br />L5 4 NOTE5 <br />0 <br />SCALE: NONE DIRECT APPLIED GEILIN6 <br />r-•-I <br />T T T <br />TL <br />oW <br />Z <br />Q <br />Ld <br />IL <br />W <br />Lij <br />cf <br />�-' <br />0 z <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME I$ 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 />