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)ocuSign Envelope ID: 936C32D4-E265-4FOA-B8BD-0127630741AA <br />MOISTURE BARRIEF <br />BY OTHERS <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 COMM NS 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 BRACT,- <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 />ROOF <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <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 />GABLE ANGLE BRACING DETAIL (W/ HGAM10) <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />ZE BARRIER <br />IRS <br />Y LINTEL <br />V <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 />y <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />GABLE TRUSS <br />WALL SHEATHING PER PLAN <br />� w <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />MOISTURE BARRIER SHALL BE <br />PROVIDED BETWEEN MASONRY <br />/--AND <br />ALL UNTREATED LUMBER <br />1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 <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 />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 />TOP OF WALL <br />8'-1" ABOVE 4-OF OPENING <br />F.F.E. 2x6x12 PT <br />CENTER BUCK <br />TOP OF <br />GARAGE DOOR <br />s <br />6-1" ABOVE - <br />F. <br />DIA. ANCHOR <br />4'-9" ABOVE 2x4 PT TOP BUCK <br />F.F.E. <br />-- 2x6 PT BUCK EACH SIDE OF OPENING <br />2'-9" ABOVE <br />F.F.E. <br />PROVIDE (5) �8" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2" x �16" <br />U-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 />2 <br />of -- -- 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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />PRECAST LINTEL SEE <br />PLAN <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />I', W/ MIN 25" LAP UNLESS NOTED <br />LL11 OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />I� I <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />/71 <br />I <br />I i <br />I I � <br />\•17 <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />O <br />APEX <br />cy <br />O <br />N <br />� <br />U <br />O <br />� �t <br />O <br />O <br />x <br />q} <br />3E <br />CE, N <br />� <br />Zz_ <br />J <br />LL. <br />tds <br />4- <br />J <br />J <br />try_c, design studios(D <br />Z <br />v) <br />1 <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O_ <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />O <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />cy <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AScy <br />W <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 />U7 <br />a t� <br />0 <br />O <br />5. DESIGNED PER BCSI-133. MOST CURRENT EDITION. <br />v <br />_" MAX <br />J " MAX <br />_;6"MAX <br />!6" MAX <br />_'6'MAX <br />�6" MAX <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/ 10d AT 6" G.C. <br />*IF (2) BRACES ARE <br />REQUIRED, APPLY (1) BRACE <br />TO EACH FACE OF WEB. <br />a <br />J <br />w120 114 f , 1 f" kd \Y 0 %1`0 <br />- W <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED _ALTERNATE BRACING <br />� <br />_ <br />SIZE -ii CLR T OR L- SCAB - <br />CO <br />Q <br />2x4 1 ROW 2x4 (1)2x4 <br />2 <br />1 <br />i- <br />>O <br />2x4 ROWS 2x6 (2)2x4* <br />Z <br />> <br />2x6 <br />I <br />1ROW 6 <br />2x4 (1)2xLLJ <br />2x6 <br />2 ROWS 2x6 ' (2)2x4* <br />� <br />0 (� <br />- <br />2x8 1 ROW 2x6 (1)2x8 <br />2x8 2 ROWS 2x6 2 2x6* <br />( ) <br />W <br />CD <br />O <br />O <br />SINGLE TRUSS BRACING <br />O <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />r- <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />^ <br />V ) <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />Z <br />' I <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />3. INDIVIDUAL WEB BRACING <br />U) <br />< W <br />MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />GRADE AS WEB TO BE BRACED. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />o <br />~ <br />FILL SOLID TO BOND BEAM <br />U, <br />w <br />�- <br />8 F - # - <br />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 />i <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />1 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />z Uu J z <br />m <br />Lu O cn <br />w <br />W QW <br />z <br />> Q Q <br />w Lu o <br />0 0 J w <br />Lu <br />OJ " ' X <br />LL <br />LL <br />z <br />O z <br />1 7:::� BOND BEAM O <br />REINFORCEMENT <br />w (SEE WALL SECTION <br />H <br />5I -i a Z <br />_' FILL SOLID TO BOND BEAM O a <br />U) U LI- <br />LiJ <br />w Q <br />�' LINTEL REINFORCEMENT J <br />Iz ABBOTT PARK Q <br />° O U <br />t _ ° Jco <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "dILL " Q LOT 023-01 0 <br />H <br />#5 BOTTOM BAR TO EXTEND 0 Q <br />NO LESS THAN 1" BEYOND z z <br />BEARING AT EACH END } <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO W <br />8" PRECAST LINTEL. SEE PLAN. 0 2021.006622 0 <br />W <br />Z DRAWN_ - O <br />8F-1-# U KME o <br />CHKD MJP U) <br />w LU <br />J <br />Q U <br />Q cA <br />No 85166 <br />W _ Q <br />* DO Signed by: <br />O ��• :�' 0 <br />••` <br />W O'.• Lrv� ADALQEF435,'. * : (n <br />Al 44/ <br />z �''� S�0NM E %%% <br />cn �������ti�►����� Q <br />O 05-17-2021 p <br />H W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />Lu <br />cn <br />O - } - \' <br />O z0 <br />= O <br />0 0 <br />W <br />H <br />X <br />W ST=6 <br />d <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />