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MOISTURE BARRIER <br />BY OTHERS <br />z <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />A <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 />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS EACH END <br />FASTEN 2x6 NO.2 SYP— <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACI7 <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 />a - <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />v <br />o <br />n' <br />J <br />Cn <br />N <br />z <br />0 <br />o <br />V v <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />PRE -CAST LINTEL <br />PER PLAN <br />FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <br />PRE -CAST LINTEL PER PLAN �— MITER -CUT LINTELS AT CORNER, <br />CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS <br />LINTEL REINFORCING AT CORNER <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />ROOF D <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 SHOWN ON PLAN <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 <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 />/ HGAM10 <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-'/z" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6'-1" ABOVE OIL <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E <br />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF Ilk <br />CURB <br />F.F.E. <br />TOP OF WALL <br />(LOF OPENING <br />2x6x12 1 <br />CENTEI <br />" DIA. ANCHOI <br />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5)" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %' x his" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />I I I <br />I I I <br />I I I <br />I I I <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I <br />I I V <br />I <br />I I I <br />I � I <br />II I <br />II I I <br />II <br />I I <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />PRECAST LINTEL SEE <br />SEE PLAN PLAN <br />I � I <br />I I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I I I <br />SHOWN. <br />I I I <br />MIN (2) SOLID FILLED & <br />j REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I I I <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />l l NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />j l TO LAP WALL REINFORCING <br />I I W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />l i PLACEMENT PLAN. MIN 6" BEND <br />I j l AT BOTTOM. <br />II II I I <br />l l CONCRETE <br />l l l FOUNDATION WORK <br />TOP OF FINISH II PER PLAN <br />FLOOR SLAB I <br />I I I <br />--------------------------- <br />I I I <br />I � I <br />I I I <br />I I <br />\ I I I <br />I I I \ \ <br />\ \ I I I <br />I I I <br />I I I <br />/\ <br />GARAGE SHEAR PIER <br />o <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO Cl) <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT a' O <br />APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. 04 <br />0 a <br />CONTINUOUS LATERAL RESTRAINT N <br />(CLR). QUANTITY AND LOCATION O <br />DEFINED BY TRUSS SHOP DRAWING. T APEX -� <br />N c� <br />00 tU <br />O <br />O <br />APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE N <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />DO SO WITH OVERLAPPING cN <br />BRACES LIKE THIS (TYP J <br />EVER HERE) LL <br />W <br />J tds J N <br />true design studies <br />z <br />TRUSSES NEEDING BRACING 0 <br />U 9000 REGENCY SQUARE BLVD. a) <br />LATERAL BRACING -MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />W <br />O_ <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />_0 <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 />W <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 />N <br />_" MAX <br />_" MAX <br />_" MAX <br />_T6 MAX <br />_" MAX <br />_' 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 />TO EACH FACE OF WEB. <br />BOND BEAM <br />REINFORCEMENT <br />uJ (SEE WALL SECTION) <br />o _ <br />w FILL SOLID TO BOND BEAM <br />U <br />U) <br />w <br />w <br />0 8 F - #f— DEPTH OF LINTEL <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR <br />T OR L <br />SCAB <br />2x4 <br />1 ROW <br />2x4 <br />(1)2x4 <br />2x4 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />2x6 <br />1 ROW <br />2x4 <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 />J w <br />m <br />W <br />w <br />Q <br />Z <br />r <br />C) <br />} <br />N <br />z <br />W <br />W <br />O <br />O <br />O <br />O <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />�- <br />U-) <br />ti <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />r )^ <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />V <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />Z <br />w <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />to <br />M <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />W �/ <br />GRADE AS WEB TO BE BRACED. <br />LL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8F-# <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 81.18 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />J <br />0 <br />w <br />2 <br />U <br />U) <br />w <br />w <br />-� Z w <br />co W O u� <br />w <br />W QW <br />Z <br />Q > Q Q <br />Z w <br />W w W <br />CIJ � <br />C w w ti <br />o <br />z T_ <br />O ZO <br />BOND BEAM ~Q 0 <br />REINFORCEMENT < W <br />(SEE WALL SECTION) O <br />a z <br />�— FILL SOLID TO BOND BEAM O a <br />U LL. <br />Q <br />CI <br />/— LINTEL REINFORCEMENT Abbott Park Q <br />U) <br />LL <br />LOT 004-01-A o <br />8 F -1 - # -• DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />W <br />BAR TO EXTEND <br />U <br />#5 BOTTOM <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />0BEARING <br />AT EACH END <br />} <br />U) <br />GROUT FILLED LINTEL ASSEMBLY <br />O PROJECT NO: <br />Q <br />8" PRECAST LINTEL. SEE PLAN. <br />O 2019.007596 <br />U- <br />z <br />O <br />8F1-# <br />DRAWN: <br />U LDG <br />F_ <br />CHKD: <br />EAF <br />O <br />LID <br />x <br />W <br />a <br />J <br />X,'Ooliiilli/l,,'` <br />Q <br />TIN LAND ii� <br />U <br />�� • • ENS*-.. <br />cn <br />m <br />���,, <br />z <br />w <br />W <br />0 51 • <br />• • <br />z <br />*• •* _ <br />< <br />• • Lir i <br />, <br />rr^^ <br />z <br />�,00 <br />,� <br />��s.t o R,o��?,� <br />z <br />< <br />cn <br />�•.s�o IN M- ,•�` <br />ti/l ii1�1",, <br />O <br />09-1 -19 <br />Cl <br />H <br />W <br />U <br />REVISIONS: <br />LU <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date F- <br />W <br />� J <br />Q <br />>- U <br />1 0 <br />Z Z <br />= O <br />U 0 <br />W <br />X <br />W S T .6 <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />