Laserfiche WebLink
a <br />PERMANENT ROOF TRU55 BRAGIN6 NOTE5: <br />(51N6LE FAMILY HOME OR TOHNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G <br />I. MOOD TRU55E5 SHALL BE BRACED AND ERECTED IN AGCORDANGE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (B65I) "GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINING 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2006 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYW0OD/055 SHEATHING. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU% OR TO PURLIN5 EA5TENED TOP <br />CHORD, CONTACT MrEK FOR BRACING DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIREGT-APPLIED 6.161.13. CEILING <br />4. WEB MEMBER 13RAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (WEB5, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. T OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />B( 51-133 FI6URE5 153-1b s B3-I61). SHOP APPLIED REINFORCEMENT PER BG51-W F16URE5 B3-22 4 5G-23 15 <br />ACCEPTABLE. <br />• T3 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTICAL MEMBER. <br />• 'L' d TREINFORCIN6 TO BE A MINIMUM OF c10% OF THE LEN6TH OF THE HEBNERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTIGAL W/ Ibd GUN NAIL5 (0.13lx3 I/2") AT 6" O.G. <br />b. CONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 RON5 OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR TBRAGE5. <br />• GONTINUOU5 ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROH5 SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE To EACH TRU55 GOMPRE55ION NEB W (2) 16d <br />6UN NAIL5 (0.131x3 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THIGK NOMINAL <br />LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOU5. PROVIDE ONE <br />ROW OF DIA60NAL BRACING AT VERTICAL WEB MEMBERS OF TRU%E5 GL05E5T TO EACH GABLE END <br />HALL d ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAIL5 o <br />51DE OF P EB AT 20'-0" <br />MAX. (TO PREVENT <br />EACH MEMBER <br />LATERAL MOVEMENT) <br />DIRECT -APPLIED PLYWOOD/0513 <br />ROOF 5HEATHI% <br />GOMPRE-55ION HEB (5LOPIN6 <br />OR VERTICAL) <br />GONTINJOU5 LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 5HOP DRANINC75 <br />FOR LOGATIONS) <br />2x 5TRON613AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQV FOR <br />5TRUGTURE) <br />CONTIN. LATERAL BRAGIN6 <br />TO LAP ACRO55 MIN. (1) <br />DIREGT-APPLIED <br />TRU55 BAY A5 SHOWN <br />6HB GEILIN6 <br />5ECTION B-B <br />ALTEFM-M MMW HERE 0) OR MOW SIMILAR ARE eRO W <br />J <br />COMPONENT � GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 � Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Endo5ed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE59JR -50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 2-70 <br />2e <br />+14.q <br />-36.8 <br />(3) <br />+14A <br />-36.8 <br />Di <br />+14.q <br />-28.3 <br />2r <br />+14.q <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />0 <br />+141 <br />-45.1 <br />(GABLE) <br />20° TO 27° <br />2n <br />+141 <br />-45.1 <br />0 <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />O5 <br />+21.2 <br />-28.3 <br />NOTE:Pre55ure5 charted here are allowable pressures and are <br />permitted to be converted per A5GE 7-16 Section 2.4.1 to get <br />an equivalent ultimate load presgure. Divide allowable <br />pressures by a factor of 0.6 to obtain ultimate pressures. <br />Values are based on worst Gage scenario of 10 psf (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />­4 0 <br />r S T GP <br />,o <br />Aty1*ba <br />© copyright : MULHERN & KULP <br />structural Engineering, Inc. <br />0 cm <br />z <br />JLU <br />w <br />w <br />\/ z <br />i CD <br />z <br />w <br />J <br />Z= <br />t- <br />U <br />W� <br />H <br />W <br />S <br />._JH <br />z <br />W <br />0 <br />y <br />W <br />1111C <br />IV <br />7 <br />M&K project number: <br />0 <br />rn <br />a� <br />.a <br />as IEi <br />CS <br />♦ 4 <br />an E <br />=o 03 <br />m a <br />Q E <br />Y 4 <br />o W <br />M Lb <br />0T- <br />CD <br />N <br />CV) d <br />068-2001 1 <br />project mgr: <br />drawn by: DJ R <br />issue date: 0 `j -1 ` -2 2 <br />REVISIONS: <br />date: initial: <br />B <br />P EB MEMBER REQUIRING <br />BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK <br />(NOT REQ'D FOR <br />2x 5TRON66ACK5 MAY BE <br />IN5TALLED FOR GON5TRUGTABILITY <br />C�'ftm <br />• �`+ <br />STRUCTURE) <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REaV FOR <br />CIO <br />Q <br />DIREGT-APPLIED <br />5TRUGTURE) <br />PLYND/05B <br />r ` <br />O <br />B <br />DIREGT-APPLIED <br />6HI3 GEILIN6 <br />'L' OR 'T' BRAGIN6 a <br />NEB5 DE516NATED BY <br />TRU55 MANJF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />Q <br />BRACING VETA I L5 <br />A <br />4 NOTE5 <br />a <br />SCALE: NM <br />DIRECT APPLIED GEILIN6 <br />r n <br />U1 <br />j <br />0 <br />Lii <br />LL <br />0 <br />1T <br />z <br />a <br />Ld <br />(n <br />Ld <br />J <br />M <br />W <br />�. <br />0 <br />z <br />Cl� <br />J <br />i <br />LETTERED DETA I L5 ARE TYPICAL FOR NUMBERED DETA I L5 ARE PLAN <br />TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU 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 />SBm 1 <br />