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)ocuSign Envelope ID: 4DC65388-9FD7-497B-84OF-441 DCF60BF46 <br />ROOF DECK <br />ROOF TRUSS <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 STA (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 />i <br />_ UPPER PLT HGT <br />TRUSS TO TOP PLT W/ H2.5T OR RT7AT <br />SHEATHING TO TOP PLATE <br />W/ 8d COMMON @ 3" O.C. <br />CRICKET BY BUILDER <br />FULLY SHEATH KNEEWALL PER TABLE 2: <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2h" ❑ x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />• 2x4 No.2 SYP PT PLATE CONTINUOUS W/ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT LOWER PLT HGT <br />& WASHER @ 24" O.C. <br />z TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 tiz" <br />SHEATHING TO PT PLATE IN TRUSS <br />W/ 8d COMMON @ 3" O.C. <br />I <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />KW J�WOOD KNEEWALL OVER MASONRY <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 NO.2 SYP DIAGONAL BRACfT <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />i <br />8'-0" OR AS SHOWN \\PLAN <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />FROM DIAGONAL BRACE TO CMU ;y;= <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. 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 />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 />TOP OF WALL <br />8'-1 " ABOVE <br />F.F.E. <br />lC��7➢ <br />GARAGE DOOR Y <br />6'-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE i, <br />F.F.E <br />2'-9" ABOVE <br />F.F.E. OIL <br />4 OF OPENING <br />2x6x12 I <br />CENTEI <br />$8" DIA. ANCHOI <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 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 ''/z" x 4,s' <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 />D <br />a <br />J <br />Cn <br />N <br />z <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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I <br />------{--------- <br />---- -------- <br />I I <br />I I <br />I I <br />I � <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I I <br />� I <br />` PRECAST LINTEL SEE <br />I I I SEE PLAN PLAN <br />I � I <br />I I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I I I <br />SHOWN. <br />I I I <br />I I I MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I I I <br />i I I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />l j l NO.5 DOWEL TO MATCH EACH <br />I SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />j l l AT BOTTOM. <br />II II II <br />I II I <br />f CONCRETE <br />j FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I I <br />------------------- <br />I I I <br />I I I <br />I I I <br />I I <br />I I I <br />\ \ I I I \ \ <br />I I I <br />I I I <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />O O <br />APEX <br />N U <br />00 N <br />O Ci7 <br />O <br />i <br />r <br />N <br />N <br />M zzz <br />J <br />LL <br />W <br />J t S <br />J N <br />true design studios > <br />Z <br />O <br />co <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING -MULTIPLE TRUSSES Q SUITE100,JACKSONVILLE,FL32211 <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 />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />w <br />C <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. <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />Z) <br />(n <br />��i� �� <br />0� <br />DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />a)5. <br />_T6" MAX <br />=6" MAX <br />=6 MAX <br />=" MAX <br />=6 MAX <br />=" MAX <br />w <br />J <br />0 <br />w <br />U <br />U) <br />w <br />w <br />U) <br />4'r <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 />)ND BEAM <br />:INFORCEMENT <br />=E WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER j <br />SPECIFIED'I <br />ALTERNATE BRACING <br />T OR L SCAB <br />SIZE <br />CLR <br />2x4 7', <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 1 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />2x8 <br />1 ROW <br />2x6 <br />1 (1)2x8 <br />2x8 <br />2 ROWS <br />2,6 <br />i (2)2x6* <br />Q <br />Cf <br />0 <br />>- <br />z <br />W <br />0 <br />W <br />O <br />O <br />O <br />O? <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />Il- <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ♦ )^ <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (A _ <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. z LL <br />U) O <br />m <br />Uj U) <br />W imW <br />z <br />z 0 Q <br />m W <br />W <br />w 2 <br />W <br />w LLJ ti <br />O <br />J X <br />LL <br />Z <br />O z <br />BOND BEAM F- <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 8U8 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />J° <br />REINFORCEMENT <br />w (SEE WALL SECTION) <br />z <br />w FILL SOLID TO BOND BEAM <br />D <br />0 <br />. <br />LL <br />W �_ <br />Q <br />7--_ LINTEL REINFORCEMENT <br />Abbott Park <br />J <br />= <br />Q <br />o <br />O <br />U <br />LL <br />LOT 012-01 <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />w <br />BAR TO EXTEND <br />U <br />#5 BOTTOM <br />NO LESS THAN 1 BEYOND <br />Z <br />Z <br />BEARING AT EACH END <br />} <br />U) <br />GROUT FILLED LINTEL ASSEMBLY <br />O PROJECT NO: <br />ILL! <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.003457 <br />� <br />LL <br />Z <br />O <br />8F-1-# <br />DRAWN: <br />U <br />LDG <br />o <br />O <br />FLO <br />CHKD: <br />X MJP <br />a- Q <br />Q U <br />Q `,��t��tttttt� U) <br />m �. �.•'GEN,3 .9 •� Z <br />Duc8S1§fied'j)Y 0 Q <br />O <br />' '.> STATE OF :• '44/ <br />W <br />0,�". A` <br />Q ., ••�1 Q1� V435_z <br />z .'-.�Sr0N A� ' <br />� QQ <br />O 03-19-2021 Q <br />I— W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />J <br />U) <br />O <br />O z <br />z <br />= o <br />U <br />W'ST=6 <br />H <br />X <br />W <br />a. <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />