Laserfiche WebLink
seal: <br />0 <br />0 <br />0 <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(51%LE FAMILY HOME OR TONNHOU5E GON5TRUCTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) 'GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TAL.LING, RE5TRAININ67 d BRAGING OF <br />METAL PLATE CONNECTED WOOD TRU65E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 SHEATHING. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TF4)% OR TO PURLIN5 FASTENED TOP <br />GHORD, CONTACT MW FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TPU55 MEMBER5 OU35, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGING/RE5TRAINT. <br />a. 'T' OR 'L' BRAGE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE T' OR L' BRAGE5 (REFERENCE <br />BG51-B3 FIGURES 83-18 d B3-I�. SHOP APPLIED REINFORCEMENT PER BG51463 FIGURES 83-22 d BG-23 15 <br />ACCEPTABLE. <br />• 'T' d 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' d 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGING TO WEBNERTIGAL W/ Ibd GUN NAIL5 (0.131x3 1/2') AT 6' O.G. <br />b. GONTINUOUS LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU%E5 ALIGN, CONTINUOUS ROPE OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. <br />• GONTINUOU5 ROW5 OF LATERAL. BRAGIN6 5HALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED <br />ONE TRU% BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU% GOMPRE%ION WEB w/ (2) Ibd <br />GUN NAIL5 (0.131x3 I/2'). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2' THICK NOMINAL <br />LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH GABLE END <br />WALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAIL5 o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW000/055 <br />-/I ROOF 5HEATHIN6 <br />GOMPRE5510N WEB (5LOPIN6 <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRAGE <br />ALTERNATE o (3) OR MORE <br />_.... .. _ _ ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 SHOP DRANIN65 <br />x FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGING <br />TO LAP AGRO55 MIN. (1) DIRECT -APPLIED <br />TRU55 BAY A5 5HOWN (516113 GEILIN6 <br />5EGTION B-B <br />AVERMTE MMW HM 0) OR MORE SHUR tiax.,e15 ARE 6PZUPED <br />ZF WEB MEMBER REQUIRING <br />B BRACING A5 INDICATED BY <br />f-, TRU55 MANUFACTURER <br />2x 5TRON66AGK <br />(NOT REQT) FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />DIREGT-APPLIED <br />616113 GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />2x 5TRON6BAGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQV FOR <br />El J <br />'L' OR T' BRACING 0 <br />WEB5 DE516NATED BY <br />TRU55 MANUR <br />PERMANENT TRU55 <br />BRA I N6 PETA I L5 4 NOTES <br />DIRECT APPLIED C.EILIN6 <br />J <br />J <br />6� <br />r� <br />GOMPONENT $ GLADDIN6 <br />PRE55URE ZONES <br />Gomioonent5 � Glodding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE550RE50 <br />HT: 25 FT. <br />(P5F) <br />(PSF) <br />ROOF (HIP) <br />0 <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20° TO 2l° <br />2e <br />+14A <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />0 <br />+14A <br />-28.3 <br />2r <br />+141 <br />-45.1 <br />ROOF <br />2e <br />+14.9 <br />-28.3 <br />0 <br />+141 <br />-45.1 <br />(GABLE) <br />20° TO 2l° <br />2n <br />+14A <br />-45.1 <br />0 <br />+14.9 <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />0 <br />+21.2 <br />-28.3 <br />�NOTE:Pre55ure5 charted here are allowable pressures and are <br />permitted to be converted per ASGE 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 pre5sures. <br />Values are based on worst case Scenario of 10 p5f (off. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />© copyright: MULHERN & KULP <br />structural Engineering, Inc. <br />acD <br />Z <br />J� <br />w <br />w <br />z c <br />CD rn <br />z <br />w CL <br />J <br />Q � <br />Z�CC A <br />U 't 4 <br />= c E <br />en <br />W <br />T J °° E <br />.ice a a . <br />Jz -0o <br />W ,Y <br />� o <br />y M <br />W C N <br />� M Q <br />P <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />drawn by: <br />issue date: <br />REVISIONS: <br />JSB <br />BC <br />06-30-2 1 <br />■ date: initial: ■ <br />U) <br />J <br />J <br />W <br />Q <br />O <br />w <br />J <br />Q <br />0.. <br />sheet: <br />a <br />0 <br />.1 <br />LL <br />Z <br />OC <br />a <br />W <br />d <br />W <br />d <br />U <br />d <br />0 Z <br />J J <br />PBSBml <br />