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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 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 />\ ROOFDECK— <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 />I l <br />II I <br />!I <br />I <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 (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 />BOND BEAM <br />REINFORCEMENT <br />w I d" - 'd (SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />U <br />w <br />UJ <br />8 F DEPTH OF LINTEL <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 />I' <br />° ° 1 <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 '/z' <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 />BOND BEAM <br />REINFORCEMENT <br />J F (SEE WALL SECTION) <br />of �-.- <br />= FILL SOLID TO BOND BEAM <br />cn � • <br />LU <br />W _ <br />� ITT LINTEL REINFORCEMENT <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" <br />L� #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 />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />.a . <br />TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; A • MOISTURE BARRIER <br />SHEET ST-1 (PORCH BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />PER PLAN <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. Y <br />TOP OF <br />GARAGE DOOR <br />6'-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E <br />rLOF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />48' DIA. ANCHOR <br />2x4 PT TOP BUCK_j <br />2x6 PT BUCK EACH SIDE OF OPENING <br />2'-9" ABOVE _ <br />F.F.E. <br />PROVIDE (5) 48" DI.A. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF <br />CURB <br />F.F.E. <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 />0 0 v <br />D <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />g <br />N <br />Z <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 />0 <br />U <br />O <br />O <br />N <br />APEX <br />U <br />N <br />o <br />Ocl <br />to <br />N <br />N » <br />M AI\M Zz <br />—1 <br />LL s <br />W <br />tds <br />J true design studios a) <br />O <br />c <br />Y <br />U <br />9000 REGENCY SQUARE BLVD. <br />%M <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211cn <br />TRUSSES NEEDING BRACING <br />-- - - - <br />O <br />LU <br />LATERAL BRACING - MULTIPLE TRUSSES <br />W <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />? <br /># <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />01100ON <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <br />N <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />Q <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />> <br />4. ALL FASTENERS SHOWN ARE. 131 " x 3" LONG (UNO). <br />J <br />m <br />5. DESIGNED PER BCSI-B3, 2007. <br />Z„ MAX <br />-T6„ MAX <br />-1 <br />T MAX <br />�6., MAX <br />t6" <br />W <br />Q � <br />CONTINUOUS LATERAL RESTRAINT WEB <br />MAX i BRACE SUBSTITUTE <br />N <br />WEB MEMBER SPECIFIED ALTERNATE BRACING U <br />T OR L SCAB Z <br />_SIZE - ---' -CLR �; W <br />2x4 1 ROW 2x4 (1)2x4 w <br />2x4 2 ROWS 2x6 (2)2x4* <br />T-BRACE FASTENED TO - -- - - -- -- - <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 I (1)2x6 O <br />2x6 1 2 ROWS 2x6 (2)2x4* 00 <br />_.. _ - - . _. ---- - - -1- - - <br />2x8 !� 1 ROW 2x6 (1)2x8 O <br />2x8 2 ROWS —1 2x6 (2)2x6* ti <br />- - L-BRACE FASTENED TO LO <br />WEB WJ 10d AT 6" O.C. ti <br />SINGLE TRUSS BRACING Z Q <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL �/� W <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN U) M�M <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. W W <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z_Um <br />' t ' <br />"IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. co Z III <br />REQUIRED, APPLY BRACE W 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND m <br />MAX TO EACH FACE OF WEB. O <br />GRADE AS WEB TO BE BRACED. <br />w <br />w <br />W <br />VERTICAL BARS TO EXTEND TO Z O <br />TOP OF WALLAS SHOWN. MIN U Q <br />6" BEND INTO BOND BEAM <br />Z M 0 <br />TOP OF WALL I w W w w p <br />Q <br />Uj <br />_ O <br />j LL <br />i <br />- - ---_ -- --- -- ----_ I Uj <br />O F <br />-- - - — ; - ---- - ----- O <br />- - L) �: <br />Q - <br />p W <br />Abbott Park Q <br />PRECAST LINTEL SEE J <br />SEE PLAN -. �� — PLAN LLLOT 003-02-A p <br />\ W <br />- <br />�i EXTEND REINFORCING TO Z_ Z <br />END OF PIER W/ 6" BEND TO <br />j LAP WALL REINFORCING AS } <br />- --- <br />---�-: SHOWN. PROJECT NO: W <br />0 p <br />I! - MIN (2) SOLID FILLED & O 2020.001721 W <br />�i REINFORCED CELLS W/ NO.5 Z O <br />VERT. BAR ADJACENT TO DRAWN: <br />/ <br />- -li - GARAGE DOOR OPENINGS. U <br />W KG o O <br />CHKD: <br />LO <br />NO.5 VERT. BAR IN FILLED �. <br />CELL AT EACH END OF PIER EAF w <br />X <br />1 r--- w w <br />a. J <br />j I NO. 5 DOWEL TO MATCH EACH Q Q <br />SOLID FILLED & REINFORCED U <br />CELL EXTENDING FROM FOOTING `��Ulfirrrrrr� (/q <br />TO LAP WALL REINFORCING %��`� i\NLA '0 W <br />W/ MIN 25" LAP UNLESS NOTED } ��� •` G E N •• 9 ��� 0 <br />OTHERWISE ON DOWEL & LINTEL m • •�.� S Z <br />it PLACEMENT PLAN. MIN 6" BEND 0 NO 85 66 ••••: <br />AT BOTTOM. : * , <br />Z <br />- u <br />� i <br />CONCRETE O <br />FOUNDATION WORK w �••• ST E OF •:��` � <br />TOP OF FINISH ',1 PER PLAN T••.'c (D <br />FLOOR SLAB -- -- Q iil�S.4• •R• \�% Z_ <br />Z i,�� N A ``� <br />- L U) <br />i <br />T % 7 - - O 02-25-2020 p <br />REVISIONS: w <br />LL z <br />No. Description Date <br />/ J <br />Q <br />cn <br />J ~ <br />O <br />GARAGE SHEAR PIER Z I o <br />U p <br />w <br />H <br />X <br />ST=6 <br />a <br />CMtINFTAL CONNFCTOR ENGINEERING• <br />16 <br />1. <br />