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BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />D <br />O ' <br />uJ FILL SOLID TO BOND BEAM <br />U) <br />w <br />0 0 <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 />- o <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />--� -�- BOND BEAM <br />REINFORCEMENT <br />J _ (SEE WALL SECTION) <br />D <br />w FILL SOLID TO BOND BEAM <br />LUwi <br />� ' - <br />10 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 />MOISTURE BARRIER <br />BY OTHERS <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <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'-V ABOVE <br />F.F.E. 2x6x121 <br />CENTEF <br />TOP OF <br />6'-1"ABOVE <br />F.F.E. <br />4e' DIA. ANCHOI <br />4'-9" ABOVE <br />F.F.E. - <br />2'-9" ABOVE OIL <br />F.F.E. <br />2x4 PT TOP <br />ILOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 4y" DIA. J-BOLT OR Y " <br />DIAMETER SCREW ANCHOR w/ 5 '/i' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 2" SQ x 4,," <br />0'-9" ABOVE OILTHICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1 st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF -- --- -- -- _ <br />CURB <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS EACH END <br />FASTEN 2x6 N0.2 SYP— <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACE -,- <br />SEE PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />FASTEN 2x6 NO.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />ROOF <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON EDGE, <br />6" O.C. IN FIELD WITH 8d <br />RINGSHANKS i <br />PROVIDE PANEL --� <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AS SHON\PL <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />FROM DIAGONAL BRACE TO CMU <br />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL (W/ HGAM10 <br />1) MAX. TRUSS SPACING = 24" O.C. <br />2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE <br />TRUSSES W/ 12" OR LESS OVERHANGS. <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 %" <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />GABLE TRUSS <br />WALL SHEATHING PER PLAN <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />MOISTURE BARRIER SHALL BE <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1 -Y2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />(1) DIAGONAL BRACE PER (10) 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 />�- CONTINUOUS LATERAL RESTRAINT <br />/ (CLR). QUANTITY AND LOCATION <br />/ DEFINED BY 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 />-16„ MAX <br />�„ MAX <br />. j <br />6„ <br />V_t6"MAX <br />L6' MAX <br />L67 <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 SCSI-B3, 2007. <br />CONTINUOUS LATERAL RESTRAINT WEB <br />MAX <br />BRACE SUBSTITUTE <br />1------- -- <br />WEB MEMBER E SPCIFIED ALTERNATE BRACING <br />I SIZE CLR T OR L SCAB <br />2x4 - is 1 ROW 2x4 (1)2x4 - <br />2x4 I! 2 ROWS 2x6__ (2)2x4" <br />T-BRACE FASTENED TO <br />WEB W,! 10d AT 6" O.C. <br />2x6 11 1 ROW 2x4 (1)2x6 <br />:1 2x6 2 ROWS 2.x6 (2)2x4" <br />� <br />j 2x8 1 ROW 2x6 - - (1)2x8 <br />2x8 ;! 2 ROWS 12x6 i (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 />"IF (2) BRACES ARE <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />REQUIRED, APPLY (1) BRACE <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION <br />MAX 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 />TOP OF WALL <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />i <br />I. <br />II I I III,I I <br />I <br />i <br />i <br />---= -- — ---- -- -- - - i <br />PRECAST LINTEL SEE <br />SEF PLAN--, I -' i <br />-- <br />I t-� <br />PLAN <br />�i <br />I <br />EXTEND REINFORCING TO <br />- <br />-� -- +-; <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />i <br />SHOWN. <br />I� <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />-- -- i <br />--;�� f <br />GARAGE DOOR OPENINGS. <br />NO.5 VERT. BAR IN FILLED <br />i <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 />-I <br />OTHERWISE ON DOWEL & LINTEL <br />�) <br />PLACEMENT PLAN. MIN 6" BEND <br />I' <br />AT BOTTOM. <br />l i it I I <br />I � <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH _ l__��_ _ . __ L .. PER PLAN <br />FLOOR SLAB <br />I I i I <br />- -- - - - - - - - - - - - - <br />� I I <br />GARAGE SHEAR PIER <br />t` <br />N � <br />I� > <br />U <br />O ° <br />U) APEX <br />U U <br />W <br />z_ <br />m <br />W <br />W a <br />z <br />z tds W 6 <br />Q trues design studios <br />0 <br />11 <br />O <br />-j 9000 REGENCY SQUARE BLVD. 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