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)ocuSign Envelope ID. A5CAA780-OD5C-4257-894E-716A13ODFF24 <br />n <br />TRUSSES PARALLEL TO WALL: <br />2x4 SPF (MIN) NAILER FASTENED <br />TO DBL TOP PLT W/ 10d @ 3" O.C. <br />2x4 SPF (MIN) BLOCKING <br />BETWEEN EACH TRUSS. <br />TRUSS PERPENDICULAR TO WALL: <br />BEAM w/ 10d O <br />2x4 SPF (MIN) BLOCKING <br />@ 4" O.C. <br />BETWEEN EACH TRUSS. FASTEN <br />TO DBL TOP PLT W1Od @ 4" O.C. <br />_ -_ <br />UPLIFT <br />CONNECTION PER <br />TYP WALL <br />I8" OR THICKER CDX <br />OR OSB FASTENED TO <br />TRUSSES,RAFTERS <br />SEE TYP <br />OR BLOCKING W/8d <br />WALL <br />COMMONS @ 3" <br />PORCH BEAM <br />EDGE, 12" FIELD. <br />PORCH BEAM TO POST: <br />(1) MSTA24 <br />POST TO SLAB: <br />ABU POST BASE ANCHOR <br />OR DTT2Z <br />TYPICAL PORCH SHEATHING DETAIL <br />) <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 />OVE <br />VIF .E. AB -- <br />F.F <br />2'-9" ABOVE <br />F.F.E. <br />iOF OPENING <br />2x6x12 PT <br />CENTER E <br />48' DIA. ANCHOR <br />2x4 PT TOP Bl,.,.. <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2" x �16" <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF OIL <br />CURB -- --- --- <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />BOND BEAM <br />REINFORCEMENT <br />L (SEE WALL SECTION) <br />o - <br />w FILL SOLID TO BOND BEAM <br />U) <br />w <br />o <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 />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />sus <br />w <br />—1 <br />M <br />0 <br />w <br />U <br />U) <br />w <br />w <br />v <br />)ND BEAM <br />INFORCEMENT <br />EE 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 />• my <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 214 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 />16" MAX <br />_" MAX <br />T" MAX <br />MAX <br />=6" MAX <br />�E6" MAX <br />TOP OF WALL <br />T-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />L-BRACE FASTENED TO <br />WEB W/ 1 Od 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 />TO EACH FACE OF WEB. <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SIZE <br />SPECIFIED <br />CLR <br />ALTERNATE BRACING <br />T OR L SCAB <br />2x4 <br />1 ROW <br />_ <br />2x4 (1)2x4 <br />2x4 <br />2 ROWS <br />2x6 (2)2x4* <br />2x6 <br />1 ROW <br />2x4 (1)2x6 <br />2x6 <br />2 ROWS <br />2x6 (2)2x4* <br />- - <br />2x6 <br />(1)2x8 <br />2x8 <br />1 ROW <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6* <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. INDI DUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRA AS WEB TO BE BRACED. <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I <br />I I } <br />I I <br />I , I <br />-- --- - <br />I I � <br />I <br />I I -- <br />I _ I <br />I ; I <br />I <br />I <br />I I <br />I <br />I I I <br />PRECAST LINTEL SEE <br />PLAN <br />SEE PLA 7 - <br />EXTEND REINFORCING TO <br />I I <br />- - END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />- -{ SHOWN. <br />I I I <br />---- - MIN (2) SOLID FILLED & <br />" REINFORCED CELLS W/ NO.5 <br />I VERT. BAR ADJACENT TO <br />- GARAGE DOOR OPENINGS. <br />I � I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />NO. 5 DOWEL TO MATCH EACH <br />1 SOLID FILLED & REINFORCED <br />I I 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 />j l AT BOTTOM. <br />II II I I <br />f <br />l 4 CONCRETE <br />I FOUNDATION WORK <br />TOP OF FINISH I _ _ i L - PER PLAN <br />FLOOR SLAB _. <br />I I I <br />I I I <br />I I I — <br />I I I <br />I I <br />I I I <br />X\\ <br />\ <br />I I I <br />/\ I <br />GARAGE SHEAR 0IER <br />t` O <br />IT U <br />LO <br />O O <br />0 APEX <br />U) U <br />W <br />z <br />cl <br />U) cri <br />LLJ <br />W <br />z_ <br />C� _ <br />Z tds �i <br />LU <br />Q true design studies N <br />O <br />1 9000 REGENCY SQUARE BLVD. 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