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3ocuSign Envelope ID. DA7381BA-65B2-464F-8FE6-080C1D19D496 <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 />w <br />J <br />0 <br />w <br />U <br />U) <br />w <br />HI <br />U) <br />SEE TYP <br />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 />Ilk <br />4'-9" ABOVE Ilk <br />F.F.E. <br />ABO <br />F.F.E. <br />F.F.E. <br />ABOVE <br />F.F.E.F.F. <br />TOP OF <br />CURB <br />F.F.E. <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 />4.OF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />" DIA. ANCHOR <br />2x4 PT TOP BUCK --- <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48' DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 W <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 Y2" x I16' <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />FILL SOLID TO BOND BEAM <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 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />w <br />J <br />z) <br />0 <br />w <br />U <br />U) <br />w <br />w <br />rn <br />v <br />BOND BEAM <br />REINFORCEMENT <br />(SEE 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 />8F-1-# <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />(1) DIAGONAL BRACE PER (107 TRUSSES APPLIED TO <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT <br />APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. <br />II II II II <br />CONTINU US LATERAL RESTRAINT <br />(CLR). Q ANTITYAND LOCATION <br />DEFINED Y TRUSS SHOP DRAWING. <br />APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />DO SO WITH OVERLAPPING <br />BRACES LIKE THIS (TYP <br />EVER HERE) <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-B3, MOST CURRENT EDITION. <br />_I6" MAX <br />T-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />L-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />SCAB BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />IF (2) BRACES ARE <br />REQUIRED, APPLY (1) BRACE <br />_" MAX TO EACH FACE OF WEB. <br />TOP OF WALL <br />SEE PLAN - <br />TOP OF FINISH <br />FLOOR SLAB <br />/ <br />/ -_ ____ <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SPECIFIED <br />ALTERNATE_ BRACING <br />SIZE <br />CLR <br />T OR L SCAB <br />2x4 <br />1 ROW <br />2x4 (1)2x4 <br />2x4 <br />2 ROWS <br />2x6 (2)2x4* <br />_ <br />2x6 <br />1 ROW <br />2x4 <br />- <br />(1)2x6 <br />2x6 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6* <br />0 <br />N <br />0 <br />N <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 />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />"ERTICAL BARS TO EXTEND TO <br />DP OF WALL AS SHOWN. MIN <br />'BEND INTO BOND BEAM <br />L_ <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. MIN 6" BEND <br />AT BOTTOM. <br />CONCRETE <br />FOUNDATION WORK <br />PER PLAN <br />\x �\//\\X/, <br />GARAGE SHEAR PIER <br />r` o` <br />� U <br />u7 > <br />O <br />APEX0 U) U <br />w N <br />z (D <br />U) CI <br />(U <br />t7L1 <br />W <br />W` <br />z <br />0td� <br />z <br />W <br />Q true design studios <br />0 <br />w <br />O <br />J 9000 REGENCY SQUARE BLVD. 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