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MOISTURE BARRIER <br />BY OTHERS <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE - <br />F. FIE. <br />2'-9" ABOVE OIL <br />F.F.E. <br />0'-9" ABOVE OIL <br />F.F.E. <br />TOP OF <br />CURB <br />F.F.E. <br />rLOF OPENING <br />2x6xl2 PT - <br />CENTER BUCK <br />i <br />48" DIA. ANCHOR <br />2x4 PT TOP BUCK- <br />---- 2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 4e' 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 Yz' x 416" <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 />w (SEE WALL SECTION) w <br />LU FILL SOLID TO BOND BEAM = <br />UI U <br />�i U) <br />w' w <br />w L w <br />L- L--- - <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 />0 0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />)ND BEAM <br />:INFORCEMENT <br />1E 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 />TYPICAL PRE -CAST LINTEL OPTIONS <br />',6" MAX <br />,6" MAX <br />16" <br />I <br />i <br />_T&" MAX <br />_ 6" MAX <br />16" <br />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO 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. 2007. <br />CONTINUOUS LATERAL RESTRAINT WEB <br />MAX <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ! ALTERNATE BRACING <br />SIZE CLR TOR L SCAB <br />2x4 — 1 ROW 2x4 (1)2 4 <br />2x4 2 ROWS 2x6 ' (2)2x4* <br />- - T-BRACE FASTENED TO <br />-- - --- --- ------ <br />WEB W/ 10d AT 6" O.C. <br />2x6 ?ROW 2x4 (1)2x6 <br />6 <br />2xa 2 ROWS 2x6 (2)2x4" <br />2.x8 - 1 ROW 2x6 (1)2x8�1 <br />2x8 2 ROWS 2x6 (2)2x6" P <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 />✓ <br />-IF (F ( W/ 10d AT 56"2) BRACES ARE " O.0 <br />2, iNDIVIDI JAL WEB BRACING MAY CONSIST OF T-BRACING. L-BRACING, OR <br />REQUIRED.. APPLY (t ) BRACE <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION <br />Mp,X TO EACH FACE OF WEB. <br />iNDIVIDU.AL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />c;RADE 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 />TOP OF WALL <br />I I I <br />PRECAST LINTEL SEE <br />SEE PLAN- = 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 />F_4-_ <br />TOP OF FINISH <br />FLOOR SLAB - - - -I <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 />GARAGE SHEAR PIER <br />I <br />t` <br />ti <br />o 0 <br />A <br />P <br />0 <br />C/) 0 <br />W <br />Z_ <br />Wcl <br />m <br />LU <br />W <br />z_ +• <br />0 <br />z tds W -6 <br />Q true design studios N <br /><Y <br />o - <br />-� 9000 REGENCY SQUARE BLVD. 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