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)ocuSign Envelope ID: 8B4D9CDD-19B3-4FOE-B3A9-573814FO9B29 <br />-# � � rru.,.0 � .si ate■ Saloom '1kAb'lLA j.. <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 N0.2 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 />v <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />IaiId➢ <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'%" <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 CE VERTICAL <br />REINFO.fOEMENT PER <br />TRUSS 13NGINEERING <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) 1Od x 1 -Y2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />= - PLAN. SEE TABLE 2; qi • 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 />MOISTURE BARRIER BETWEEN MASONRY F.F.E. <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL (W/ HGAM10) TOP OF Ilk <br />1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 GARAGE DOOR <br />2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM 6'-1" ABOVE OIL <br />OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE F.F.E. <br />TRUSSES W/ 9" OR LESS OVERHANGS. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <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 />° 0 <br />sus <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />uJ REINFORCEMENT <br />(SEE WALL SECTION) <br />N. <br />w FILL SOLID TO BOND BEAM <br />x <br />U <br />U <br />w <br />w <br />cn <br />LINTEL REINFORCEMENT <br />I° °I <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 />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE _ <br />F.F.E. <br />1.1 <br />FLOF OPENING <br />2x6x12 I <br />CENTEI <br />48" DIA. ANCHOI <br />')vA PT Tf10 <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) %" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/z' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2" x �16" <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 />0 <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 />_T6„ MAX <br />T„ MAX <br />T„ <br />..1.6„ MAX <br />_16„ MAX <br />T„ <br />TRUSSES NEEDING BRACING <br />> O <br />O <br />T <br />N <br />APES <br />cr <br />O <br />c <br />c <br />T_ <br />� <br />�c <br />N <br />O <br />O <br />N <br />N <br />MZzz <br />J <br />T MUST 3E L- <br />ONE PIECE, <br />PING w <br />S <br />� <br />P J <br />true design studios <br />i7i <br />N <br />z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />a) <br />O <br />c <br />O <br />LATERAL BRACING - MULTIPLE TRUSSES <br />w <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). ~ d <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY N <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.DH090N <br />I a) <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. > 4. ALL FASTENERS SHOWN ARE.131" x 3" LONG (UNO). mAffiaq;;o <br />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />MAX <br />- T-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />L-BRACE FASTENED TO <br />WEB W/ 1Od 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 />OAX TO EACH FACE OF WEB. <br />TOP OF WALL <br />SEE <br />TOP OF FINISH <br />FLOOR SLAB <br />W <br />-- --- =-- LAT--- - <br />CONTIN000S ERAL RESTRAINT WE� (n <br />BRACE SUBSTITUTE } O <br />C WEB MEMBER I SPECIFIED U <br />ALTERNATE BRACING 11 Z <br />SIZE \ CLR T OR L SCAB w <br />2x4 1 1 ROW 2x4 (1)2x4 W <br />2x4 2 ROWS 2x6 (2)2x4" <br />2x6 1 ROW 2x4----(1)2x6 <br />2x6 2 ROWS 2x6 (2)2x4" O <br />2x8 1 1 ROW 2x6 (1)2x8 <br />2x8 2 ROWS 2x6 (2)2x6" <br />ti <br />SINGLE TRUSS BRACING °z O U) <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U) \ W <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN fn <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. W Of <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z_ <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (n SESSIONS <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND m r/� <br />GRADE AS WEB TO BE BRACED. vv // <br />LU <br />W <br />VERTICAL BARS TO EXTEND TO zC.)0 <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM Z Q Q <br />- - - - <br />w LU J W w w <br />-- - -�----------- \- --- V W W <br />J X <br />LLLL <br />-- - z <br />a <br />O <br />I o <br />-- w <br />Z <br />--i- --r- ----------- ------- <br />- _ 0 rl <br />U <br />Q LL <br />-- - \ Abbott Park Q <br />O U <br />PRECAST LINTEL SEE J U) <br />-- ---- PLAN W LOT 010-01 0 <br />w <br />I-- <br />EXTEND REINFORCING TO U <C <br />-I -- END OF PIER W/ 6" BEND TO z (z' <br />LAP WALL REINFORCING AS } <br />SHOWN. PROJECT NO: w <br />4_ -= - - <br />---- - --- MIN (2) SOLID FILLED & O 2021.003453 <br />REINFORCED CELLS W/ NO.5 O 0 <br />VERT. BAR ADJACENT TO Z DRAWN: <br />-- - GARAGE DOOR OPENINGS. = LDG <br />U o <br />O <br />LO <br />NO.5 VERT. BAR IN FILLED I— CHKD MAP <br />CELL AT EACH END OF PIER x - <br />T- w w <br />' a. _j <br />NO. 5 DOWEL TO MATCH EACH Q Q <br />SOLID FILLED & REINFORCED U <br />i ) CELL EXTENDING FROM FOOTING ,��ttt���/�� U) <br />i TO LAP WALL REINFORCING "� `��� 5�1N LqN� �i,� (n <br />W/ MIN 25" LAP UNLESS NOTED m `��� �J••\G•E N & • �R �i�, C� <br />ft OTHERWISE ON DOWEL & LINTEL �, F Z <br />1 PLACEMENT PLAN. MIN 6" BEND „ Nip 5 : ?> <br />i AT BOTTOM. Z ` * •• 6Ali%I ned VIE <br />I <br />CONCRETE O i <br />FOUNDATION WORK w`"� #« •'�(�� <br />PER PLAN .i T N (' <br />p. <br />co <br />O 03-19-2021 <br />\-/ <br />�- \ U REVISIONS: w <br />Q No. Description Date <br />\ - \ \ LU <br />J <br />\ \ \ \ Q <br />0 0 <br />GARAGE SHEAR PIER z - -- - 0 <br />U � <br />w <br />H <br />F- <br />W T <br />7 <br />11 <br />6 <br />CMUIMETAL CONNECTOR ENGINEERING <br />