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OocuSign Envelope ID: 8912F9C8-E511-4OB6-8EAF-12FOECADCDD3 <br />BLOCK PANEL EDGES <br />WITHIN 4'4' OF GABLE <br />TRUSS (EDGEWISE <br />FASTEN ROOF DECK TO <br />OR FLATWISE) <br />FRAMING @ 3" O.C. ON <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />EDGE, 6" O.C. IN FIELD <br />BETWEEN TRUSS TOP CHORDS W/ <br />WITH RSRS-01 <br />(3) 10d COMM <br />NS EACH END ROOF DECK—\ <br />— <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 />PROVIDE PANEL <br />OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR <br />BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE <br />COMMON @ 3" O.C. <br />FASTEN 2x6 NO.2 SYP <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />GABLE TRUSS <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACi <br />SEE PLAN <br />WALL SHEATHING PER PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />rl <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />FASTEN 2x6 N0.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 1 Od COMMONS @ 3' O.C. <br />MOISTURE BARRIER SHALL BE <br />8'4' OR AS SHOWN ON PLAN <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 />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />BEAM W/ HTSM20 OR MSTAM36) <br />FROM DIAGONAL BRACE TO CMU <br />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />GABLE�ANG�LEETAIL <br />) <br />(W/ HGAV20221 <br />B3 <br />T.C.O <br />1.0 <br />1) MAX. TRUS4" <br />2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE <br />TRUSSES W/ 9" OR LESS OVERHANGS. <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />i• SUB FASCIA <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; 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 />7.9 <br />F.F.E. <br />.F.E. <br />F.F.. <br />TOP OF <br />q_OF OPENING <br />2x6x12 I <br />CENTEI <br />6-1"ABOV� <br />F.F.E. <br />48' DIA. ANCHOI <br />F. F. <br />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 />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48' DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/V x 41s' <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />BOND BEAM BOND BE <br />REINFORCEMENT REINFOR MENT <br />J (SEE WALL SECTION) J (SEE WAL ECTION) PRE -CAST LINTEL <br />#5 CONT. PER PLAN <br />= FILL SOLID TO BOND BEAM w FILL SOLID TO BOND BEAM a <br />(1) #5 BAR AT CORNERLO <br />g <br />w w W/ MIN. 25" LAP N <br />ai ui Z <br />LINTEL REINFORCEMENT #5 CONT. <br />Y = • wo v <br />0 0 0 0 <br />8 F - #•—*— DEPTH OF LINTEL 8 F -1 #�—DEPTH OF LINTEL ASSEMBLY "d" <br />o � FILL BOTH LINTELS SOLID <br />ASSEMBLY "d„ - <br />W/ CONTINUOUS POUR <br />GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND 1 17 o <br />NO LESS THAN 1" BEYOND <br />8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, <br />8" PRECAST LINTEL. SEE PLAN. CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS <br />8F-# 8F-1-# LINTEL REINFORCING AT CORNER <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />" UNFILLED <br />sus <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />O <br />U <br />O CY <br />O 0 <br />APEX <br />0 U <br />N <br />O tll <br />� t6 <br />N <br />N <br />co <br />LJL <br />J <br />tds J-6 <br />N <br />true design studios > <br />Z <br />O <br />0 <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />—� 0 <br />O � <br />o 4- <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 <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 04HIHOMON a) <br />3" BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS p L_ <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, MOST CURRENT EDITION. <br />W <br />Z) <br />a <br />-T6" MAX <br />_" MAX <br />=" MAX <br />T" MAX <br />=" MAX <br />�" MAX <br />TRUSSES NEEDING BRACING <br />0 <br />Z <br />W <br />W <br />O <br />O <br />O <br />O <br />ti <br />ti <br />SINGLE TRUSS BRACING b Q <br />Z W <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN U) <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR _ <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) W <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND O <br />GRADE AS WEB TO BE BRACED. m <br />li <br />w V Q w 0 <br />VERTICAL BARS TO EXTEND TO Z <br />TOP OF WALL AS SHOWN. MIN 3 > Q <br />" 6BEND INTO BOND BEAM <br />- W m w w w <br />_ a 2 <br />V w w <br />O <br />� - _j X <br />LL <br />ZO a Z <br />I 1- O <br />Q p <br />I � W <br />I1 Z <br />- -------------------------- - <br />O 1 <br />U LL <br />Q <br />Abbott Park Q <br />O U <br />PRECAST LINTEL SEE J co <br />PLAN Q LOT 008-01 W <br />I <br />EXTEND REINFORCING TO Z Z <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS } <br />SHOWN. <br />I I I O PROJECT NO: w <br />MIN (2) SOLID FILLED & -J 2021.003451 <br />I <br />REINFORCED CELLS W/, NO.5 0 _ <br />VERT. BAR ADJACENT TO z DRAWN <br />- - GARAGE DOOR OPENINGS. U LDG o <br />NO.5 VERT. BAR IN FILLED CHKD: U) <br />CELL AT EACH END OF PIER x MJP \ LU J <br />NO. 5 DOWEL TO MATCH EACH Q Q <br />SOLID FILLED & REINFORCED X V <br />!, CELL EXTENDING FROM FOOTING < NN%�cjjm,N <br />Lq <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED } ��% �J '• � G E N <br />OTHERWISE ON DOWEL & LINTEL m •'�•`sF I Z <br />�I PLACEMENT PLAN. MIN 6" BEND 0 <br />AT BOTTOM. <br />w -C""\, <br />0�amfinea Q <br />Z- <br />- <br />CONCRETE O- <br />FOUNDATION WORK w 44/ U) <br />TOP OF FINISH PER PLAN P •' � -z' (D <br />FLOOR SLAB . t� :iWVtF43�.. <br />Z����&/0 N A �� <br />� II (n /11111 <br />p 04-10-2019 p <br />---------------------------- — <br />\ i � � W <br />\ ' U REVISIONS: _ x <br />I I <br />Da <br />te ti i D N <br />Q o. Description ae ~ <br />�\ ---- - w <br />o ° <br />GARAGE SHEAR PIER = o <br />U � <br />w <br />H <br />X <br />w 5T=6 <br />n. <br />CMU/METAL CONNECTOR ENGINEERING <br />T-BRACE FASTENED TO <br />WEB W/ 1 Od AT 6" O.C. <br />L-BRACE FASTENED TO <br />WEB W/ 1 Od AT 6" O.C. <br />SCAB BRACE FASTENED TO <br />WEB W/ 1 Od 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 />SEE <br />LATERAL RESTRAINT WEB <br />CONTINUOUS <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />ALTERNATE BRACING <br />SIZE <br />LPECIFIED <br />CLR <br />T OR L SCAB <br />2x4 <br />1 ROW <br />2x4 (1)2x4 <br />2x4 <br />2 ROWS <br />2x6 (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 />