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)ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />ROOFDECK <br />ROOF TRUSS <br />OR RAFTER <br />8'-1" ABOVE OIL <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6'-1" ABOVE <br />F.F.E. <br />SUB FASCIA <br />a <br />4'-9" ABOVE <br />F.F.E. <br />. <br />MOISTURE BARRIER ' 1, TYPICAL PORCH <br />BY OTHERS }- CEILING BOARD PER <br />PLAN. SEE TABLE 2; A• <br />- SHEET ST-1 (PORCH <br />MOISTURE BARRIER <br />BY OTHERS <br />2'-9" ABOVE <br />CEILING BOARD ) <br />F.F.E. <br />MASONRY LINTEL <br />- <br />PER PLAN <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />O1ABOVE <br />(THIS DETAIL IS REQUIRED AT ALL COVERED' <br />F.F.E <br />PORCHES UNLESS NOTED O*HERWISE) <br />TOP OF <br />CURB <br />F.F.E. <br />TRUSS TO TOP PLT W/ H2.5T OR RT7AT— <br />SHEATHING TO TOP PLATE- <br />W/ 8d COMMON @ Y O.C. <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 (2't" ❑ 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/ 1'2" <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />PLT HGT <br />CRICKET BY BUILDER <br />PLT HGT <br />i <br />TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 12" <br />SHEATHING TO PT PLATE c 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 5�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 BRAG <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 DEC <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 />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />�l <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 '/2' <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 TSS <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 "/z' <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />`• BEAM W/ HTSM20 OR MSTAM36) <br />y <br />'/ HGAM 10) <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 />(LOF OPENING <br />2x6x12 I <br />CENTEI <br />4e" DIA. ANCHOI <br />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <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 '/z' x �16" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />PRE -CAST LINTEL <br />PER PLAN <br />o_ <br />Q <br />J <br />Ln <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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL <br />I I <br />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 />II <br />II 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 />I <br />I � <br />I <br />I <br />PRECAST LINTEL SEE <br />I I I <br />SEE PLAN PLAN <br />I � I <br />I <br />I 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 />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 <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />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 />V, <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />II II I I <br />I II I <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH I 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 />I I I <br />GARAGE SHEAR PIER <br />w <br />J <br />0 <br />w <br />U <br />U <br />W <br />W <br />U) <br />rw <br />• <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />O O <br />APEX <br />00 <br />d' X <br />O a) <br />O <br />i m <br />N <br />c� i <br />_1 <br />ILL. <br />W <br />t d s <br />J a) <br />> true desire studies > <br />Z <br />O <br />U) <br />U 9000 REGENCY SQUARE BLVD. a) <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE100,JACKSONVILLE,FL32211 0 <br />� O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />'0 <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 />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />LU <br />~ <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 />i <br />IHOMN' <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION.a) <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 />EE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />> w <br />- w <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SPECIFIED <br />ALTERNATE BRACING <br />T OR L SCAB <br />SIZE <br />CLR <br />�' <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 (1)2x6 <br />2x6 <br />2 ROWS <br />2x6 (2)2x4* <br />2x8 <br />1 ROW <br />2x6 (1)2x8 <br />2x8 <br />2 ROWS <br />2x6 (2)2x6* <br />>- <br />N <br />Z <br />W <br />0 <br />Nw <br />L.L <br />O <br />0) <br />SINGLE TRUSS BRACING <br />d <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />ti <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN �/� <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J <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. U) M <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W LJJ <br />GRADE AS WEB TO BE BRACED. z <br />m LLJ O <br />w <br />w Q <br />w Q O <br />z <br />0 > Q <br />z m LU 0 <br />o Q J w w <br />w <br />0 W ti <br />O <br />JLL <br />LL <br />X <br />z <br />Z Z <br />O O <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 8U8 o <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />~' BOND BEAM <br />REINFORCEMENT <br />w <br />w <br />~' (SEE WALL SECTION) <br />0 <br />Z <br />w <br />_ <br />— aH <br />FILL SOLID TO BOND BEAM <br />O <br />0- <br />� <br />w <br />— <br />~F <br />^� <br />U <br />w <br />LINTEL REINFORCEMENT <br />Q <br />Abbott Park <br />J <br />�0 <br />O <br />ILLLOT <br />010-03 <br />vJ <br />0 <br />8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" <br />U <br />H <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />0 <br />BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.003505 <br />LL <br />Z <br />O <br />8F-1-# <br />DRAWN: <br />LDG <br />� <br />o <br />CHKD: <br />MJP <br />C/) <br />w <br />W <br />Q <br />Q <br />`w 1111111111LA � <br />U <br />(A <br />�••GENSF•R <br />Z <br />w <br />Mfidnecl bye <br />Z <br />_= <br />• * .- <br />Q <br />ry;.r- <br />��' <br />i <br />0. <br />S ',tE IF �� <br />c� <br />••• <br />F435 <br />z <br />Z <br />_.. <br />,-/U N AL%�`� <br />U) <br />1% <br />03-23-2021 <br />0 <br />_p <br />f— <br />w <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />� J <br />Q <br />0 --- Cn <br />j O <br />O Z <br />= 10 <br />U 0 <br />w <br />X <br />w ST=6 <br />rRAIIIIIACTAI rf)K1KMrTri0 GAIt:IAIGGI?IAIr <br />