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LLLl L- 1 1! L 1 ... . ` - — i-�1 — -1-3L :Illill�li , ,. , V it PERMANENT ROOF TRO55 BRACING NOTES: (51N6LE FAMILY HOME OR TOWNHOU5E CON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24' O.C) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BC51) 'GUIDE TO 6000 PRACTICE FOR HANDLING, IN51-ALLIN6, RE5TRAININ6 t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," (2006 EDITIOW. 2. TOP CHORD BRACIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 SHEATHING. o IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MtK FOR BRACIN6 DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.WB. GEILIN6 4. WEB MEMBER BRACING: THE TRUSS MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (P!EB5, VERTICAL5) THAT REQUIRE LATERAL BRACIWIRE51"RAINT. a. 'T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE BC51-133 FI6URE5 133-15 t 63-I4). SHOP APPLIED REINFORCEMENT PER BC51-133 FI6URE5 133-22 t BG-23 15 ACCEPTABLE. • 'T' t 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. • 'L' t 'T' REINFORCING TO BE A MINIMUM OF 10% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTICAL W/ Ibd 6UN NAILS (0.131x3 I/2') AT b' O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONF16LRED ROOF TR055E5 AL16N, cONTIN0005 RON5 OF LATERAL BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED t'OR 'T' BRACE5. • CONTINUOUS ROWS OF LATERAL BRACING SHALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLICED ONE TRU55 BEYOND IN EACH DIRECTION. 5ECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) 16d 6UN NAILS (0.131x3 1/29. • CONTINUOUS LATERAL BRACIN6 5HALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2' THICK NOMINAL LUMBER t MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL t ADDITIONAL DIA60NAL5 AT 20'-0' AS REQUIRED. DIAGONAL BRAGE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o 51DE OF NEB AT 20'-O' MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/056 A � ROOF 5HEATHIN67 CONTIN. LATERAL BRACIN6 TO LAP ACRO55 MIN. (I) TRU55 BAY A5 SHOWN 2x STRON613ACK (NOT REQ'D FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B DIRECT -APPLIED 6WB GEILIN6 SECTION B-B ALTERNATE FEMMI MM N OK MORE 5MMc TRUSSES ARE HRIAMI U M DIRECT -APPLIED 6WB GEILIN6 — TYPICAL TRU55 ELEVATION COMPRESSION WEB (SLOPING OR VERTIGAL) CONTIN0005 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT SIMILAR TRUSSES (SEE INDIV. TRUSS SHOP DRAWIN65 FOR LOCATIONS) 2x 5TRONOBAGK MAY BE INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQ'D FOR STRUGTLFZ WEB MEMBER REQUIRING BRACIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON65AGK5 MAY BE INSTALLED FOR CON5TRUCTABILITY TO KEEP EVEN 5PACIN6 AT BOTTOM CHORD (NOT READ FOR STRUCTURE) 'L' OR 'T' BRACING o Pt-B5 DE516NATED BY TRV55 MANUF. PERMANENT Trw BRACING PETA I L5 $ NOTES SGALC: NM V1WT APPLI® WLINS, LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME I$ SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: r p JUL -` T , 0 � ��A�FS� .,R,°,e�' a © copyright : � Structuraltl♦ng, Inc. aL0 Z _J R W W Z_ Z Z w J a i � Q Z a C 4 U . .r 4 C� WEn 32 -j =a Q. JZUJ �C2 y Y.1 M �h c N C5 a MW project number: 068-200 1 1 project mgr NJ M drawn by: KG K issue date: 05-20-20 REVISIONS: ■ date: initial: ■ sheet: rC Z