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)ocuSign Envelope ID: 1 BDD5328-B4AB-4280-B48D-1 B8BA2932131 <br />FL <br />TRUSSES PARALLEL TO WALL: <br />2x4 SPF (MIN) NAILER FASTENED <br />TO DBL TOP PLT W/ 10d @ 3" O.C. <br />TRUSS PERPENDICULAR TO WALL: <br />2x4 SPF (MIN) BLOCKING <br />BETWEEN EACH TRUSS. FASTEN <br />TO DBL TOP PLT W10d @ 4" O.C. <br />SEE TYP <br />WALL <br />2x4 SPF (MIN) BLOCKING <br />BETWEEN EACH TRUSS. <br />FASTENTO BEAM w/ 10d <br />@4"O.C. <br />UPLIFT <br />CONNECTION PER <br />TYP WALL <br />EDGE, 12" FIELD. <br />TYPICAL PORCH SHEATHING DETAIL <br />THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES <br />UNLESS NOTED OTHERWISE. <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />6'-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />ABOVE__ <br />r-.F <br />F.F.E. <br />TOP OF <br />Ilk <br />0 <br />q_OF OPENING <br />2x6x121 <br />CENTEI <br />48" DIA. ANCHOI <br />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �8" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/z' x �16" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />CURB — -- <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />BOND BEAM <br />REINFORCEMENT <br />w <br />p <br />= <br />(SEE WALL SECTION) w <br />0 <br />FILL SOLID TO BOND BEAM w <br />o0 <br />8 F - #— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />- COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />sus 4 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />�6001001 <br />)ND BEAM <br />:INFORCEMENT <br />=E WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />LINTEL REINFORCEMENT <br />8 F -1 - #-+—DEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />F64 <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />- fl � Il fl fl <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT N <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. <br />CONTINUOUS LATERAL RESTRAINT <br />(CLR). QUANTITY AND LOCATION <br />DEFINED BY TRUSS SHOP DRAWING. <br />APPLIED TO EITHER <br />SIDE OF WEBS <br />IF LATERAL RESTRAINT MUST BE <br />MADE OF MORE THAN ONE PIECE, <br />DO SO WITH OVERLAPPING <br />BRACES LIKE THIS (TYP <br />EVERYWHERE) II II <br />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />_" MAX <br />T" MAX <br />_6" MAX <br />=" MAX <br />=6" MAX <br />6'MAX <br />TOP OF FINISH <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEBS E BER 1 SP BRACING <br />CLRIED T ORRNATESCAB <br />2x4 1 ROW 2x4 (1)2x4 <br />2x4 2 ROWS 2x6 (2)2x4* <br />T-BRACE FASTENED TO <br />2x6 1 ROW 2x4 (1)2x6 <br />WEB W/ 10d AT 6" O.C. <br />2x6 2 ROWS 2x6 (2)2x4* <br />2x8 1 ROW 2x6 (1)2x8 <br />2x8 2 ROWS 2x6 (2)2x6* <br />L-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />SCAB BRACE FASTENED TO <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />WEB W/ 10d AT 6" O.C. <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />*IF (2) BRACES ARE <br />REQUIRED, APPLY (1) BRACE <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />TO EACH FACE OF WEB. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />\\ <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />PRECAST LINTEL SEE <br />PLAN <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. 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