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• �1 <br />v <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS EACH END <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />ROOF DEC <br />FASTEN ROOF DECK TO <br />FRAMING @ Y O.C. ON EDGE, <br />6" O.C. IN FIELD WITH 8d <br />RINGSHANKS I <br />PROVIDE PANEL J <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />FASTEN 2x6 NO.2 SYP <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRA <br />SEE PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />II <br />FASTEN 2x6 NO.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />8'4" 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 />(:B3)GAB�LEANGLE BRACING DETAIL (W/ HGAM101) MAXS 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 />BOND BEAM <br />REINFORCEMENT <br />L (SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />LU <br />Uj <br />U) <br />eo <br />E0. <br />8 F - # DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8 F-# <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 of <br />sus <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1-Y2' <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%" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />1 <br />BOND BEAM <br />REINFORCEMENT <br />w (SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />U <br />U) <br />w <br />w <br />U) LINTEL REINFORCEMENT <br />Rio <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 />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6'-1" ABOVE <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 <br />CURB <br />F.F.E. <br />rLOF OPENING <br />2x6x12 I <br />CENTEI <br />48' DIA. ANCHOI <br />2X4 PT TOP ww, ll <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 '/2' x 41s' <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />v <br />Q_ <br />v <br />PRE -CAST LINTEL <br />PER PLAN <br />2 <br />°-�-}— FILL BOTH LINTELS SOLID <br />�j 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 />O <br />C.) <br />0 <br />O <br />rn N <br />N 0 <br />0 <br />APES <br />N U <br />OR <br />O <br />� tt3 <br />N <br />co zzz <br />J <br />MUST BE LL <br />)NE PIECE, <br />'ING J tds 6 <br />J N <br />5; true design studios <br />Z <br />O <br />Y 9000 REGENCY SQUARE BLVD. N <br />Q SUITE 100, JACKSONVILLE, FL 32214 <br />-� O <br />O ;a <br />O <br />LATERAL BRACING - MULTIPLE TRUSSES w <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 D��� _0 a) THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. a) <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS p r <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. J <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). m <br />5. DESIGNED PER BCSI-B3, 2007. <br />_" MAX <br />__ MAX <br />_" MAX <br />_' MAX <br />_" MAX <br />_" MAX <br />TRUSSES NEEDING BRACING <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 />TOP OF WALL <br />LU�. <br />CONTINUOUS LATERAL RESTRAINT WEB <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SPECIFIED <br />I ALTERNATE BRACING <br />SIZE <br />CLR <br />TOR L 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 />U) <br />I � <br />U <br />' L1J <br />0 <br />w <br />I � <br />O <br />O <br />O <br />O <br />SINGLE TRUSS BRACING <br />LO <br />I' - <br />z <br />Q <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />IIIIIImm <br />co <br />W <br />(CLR) <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />/ <br />0. <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />Z <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />U) <br />m <br />O <br />GRADE AS WEB TO BE BRACED. <br />w <br />Lw <br />BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />W <br />Z <br />5 <br />QVERTICAL <br />O <br />6" BEND INTO BOND BEAM <br />z <br />W <br />Q <br />w <br />a <br />V <br />J <br />W <br />W <br />W <br />� <br />+-- <br />Li­-�--- <br />I <br />--------- <br />------- <br />I <br />- <br />OJ <br />L1J <br />= <br />I <br />x <br />I <br />ILL <br />I <br />Z <br />d <br />I O Z <br />l O <br />I <br />fY III <br />W <br />I d Z <br />I- --I- -- <br />I O LL <br />Nil Q — <br />N�N Abbott Park Q <br />I I.L <br />O U <br />PRECAST LINTEL SEE LJL co <br />SEE PLAN PLAN Q LOT 002-01-A p <br />I w <br />EXTEND REINFORCING TO Z Z <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS } 0 <br />SHOWN. O PROJECT NO: W <br />I MIN (2) SOLID FILLED & J 2019.007594 0 <br />REINFORCED CELLS W/ NO.5 O LL <br />VERT. BAR ADJACENT TO Z DRAWN: O <br />GARAGE DOOR OPENINGS. U LDG o <br />I O <br />NO.5 VERT. BAR IN FILLED CHKD: <br />CELL AT EACH END OF PIER X EAF CD <br />W <br />a <br />NO. 5 DOWEL TO MATCH EACH Q Q <br />SOLID FILLED & REINFORCED x rrr►! i 1 tlrrr U <br />CELL EXTENDING FROM FOOTING < ,��� S�%N LAI�� <br />TO LAP WALL REINFORCING �� J ••••••.•� �j� U) <br />j W/ MIN 25" LAP UNLESS NOTED �" ,�� , •' E N 5'�•, T �j (� <br />OTHERWISE ON DOWEL &LINTEL m �i Z <br />PLACEMENT PLAN. MIN 6" BEND O rj 1 6 <br />s <br />AT BOTTOM. LLI <br />Z <br />CONCRETE O <br />l i FOUNDATION WORK LU ST E OF •: <br />TOP OF FINISH I PER PLAN O ,(� �� <br />FLOOR SLAB*'r•�••• L P•••� ��, Z <br />U)i�s,0 N At •�`,, Q <br />I I � Iff! lllrr � <br />O 09-1 9-19 <br />REVISIONS: LU <br />\ \ LL <br />Q No. Description Date w <br />/ Lit ------------- � / to J <br />Q <br />U <br />O <br />J O <br />GARAGE SHEAR PIER z z <br />W <br />I- <br />6- <br />XSTIIIIII1 <br />^W <br />I..L <br />CMU/METAL CONNECTOR FNGINFFRINGa <br />