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)ocuSign Envelope ID: 357216A3-D625-4246-Al2A-59447DB9C38A <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />•a . <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; A• MOISTURE BARRIER <br />SHEET ST-1 (PORCH BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />Ti 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 />BLOCK PANEL EDGES <br />WITHIN 4'-0" 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 />q <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />x <br />- <br />(1)H2.5Tw/(10)8dx1''/2' <br />F <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL <br />I <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 N0.2 SYP <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />GABLE TRUSS <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACE—, <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 />L OR T BRACE VERTICAL <br />I <br />REINFORCEMENT PER <br />j <br />TRUSS ENGINEERING <br />FASTEN 2x6 NO.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />MOISTURE BARRIER SHALL BE <br />8'-0" OR AS SHOWN ON PLAN <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />�2i I <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 />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 />DETAIL (W/ HGATO)NG <br />B3 <br />�GA�LE�ANGLE �BRCING <br />=24 <br />.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 />TOP OF WALL <br />co <br />8'-1" ABOVE OIL <br />F.F.E. 2x6x12 <br />CENTE <br />TOP OF <br />6'-1" ABOVE <br />F.F.E. <br />8' DIA. ANCHO <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE OIL <br />F.F.E. <br />2x4 PT TOP <br />(LOF OPENING <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 %2' x 416" <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF Ilk <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 />N <br />a <br />J <br />iO <br />N <br />z <br />2 <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 />t-- - ---{ / - ---------- -------- <br />I I I <br />I I I <br />i I I <br />I � I <br />I I I7 - <br />I I I <br />I � I <br />PRECAST LINTEL SEE <br />SEE PLAN PLAN <br />I � I <br />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 />MIN (2) SOLID FILLED & <br />I <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 />I CELL AT EACH END OF PIER <br />I j l NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />I I I I CELL EXTENDING FROM FOOTING <br />l TO LAP WALL REINFORCING <br />I j W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />I j l AT BOTTOM. <br />II II II <br />l i l CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I i I <br />---------------------------- T <br />I I 1 <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 />---------- <br />GARAGE SHEAR PIER <br />w <br />J <br />0 <br />w <br />U <br />co <br />W <br />w <br />co <br />P <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />O O <br />APEX <br />N U <br />O N <br />O q� <br />O <br />I m <br />N <br />N <br />co <br />_j <br />LL � <br />W <br />t S <br />J N <br />5; true design studios <br />Z <br />_i U <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />N <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 />o7 <br />c: <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />W <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />ARE.������ <br />`�+ <br />N <br />5. DESIGNED PER BCSII- CURRENTLONG <br />ONO.) <br />N <br />_T6" MAX <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 />T" MAX TO EACH FACE OF WEB. <br />o <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR T OR L SCAB <br />2x4 1 ROW 2x4 (1)2x4 <br />2x4 2 ROWS 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 (1)2x8 <br />2x8 <br />2 ROWS <br />2x6 (2)2x6* <br />0 o h <br />J <br />00 <br />W <br />U <br />Z <br />W <br />0 <br />LU <br />O <br />O <br />SINGLE TRUSS BRACING ti <br />IT <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />N >111111111110 <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 I � ' <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 0 W_ <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND w Uj <br />GRADE AS WEB TO BE BRACED. LU <br />� O W <br />m V ) <br />w <br />LU Q <br />W Z Q O <br />(D > a <br />LU m w <br />LU <br />0 0 w 2 <br />LLI r` <br />o X <br />LL <br />LL <br />Z <br />o Z <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 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />REINFORCEMENT <br />F- <br />0 <br />LU <br />UJ _"' �J <br />(SEE WALL SECTION) <br />C_ <br />d <br />Z <br />_ _ -T FILL SOLID TO BOND BEAM <br />O <br />a <br />W ~' <br />U <br />w T �LINTEL REINFORCEMENT <br />Q <br />Abbott Park <br />J <br />_o <br />O <br />v <br />a <br />- <br />"d" <br />J <br />ILL <br />LOT 013-01 <br />U) <br />0 <br />8 F -1 - # — DEPTH OF LINTEL ASSEMBLY <br />Q <br />Lij <br />U <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1 BEYOND <br />Z <br />Z <br />z <br />BEARING AT EACH END <br />cn <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />LU <br />8" PRECAST LINTEL, SEE PLAN. <br />O <br />2021.003458 <br />8F-1-# <br />Z <br />U <br />DRAWN: <br />LDG <br />o <br />� <br />CHKD: <br />MJP <br />xco <br />Q <br />a <br />U <br />z <br />p <br />NDopiu•Aily n <br />W <br />Z <br />.► <br />••' jSTATE OF <br />r3g467 1a 643b.. <br />• <br />,''�•,5/0 <br />cZ <br />N Ai `, <br />Q <br />O <br />03-22-2021 <br />0 <br />E <br />W <br />U <br />REVISIONS: <br />LU <br />TZ <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date I-_ <br />W <br />U) J <br />Q <br />U) <br />o <br />Z Z <br />= o <br />LW (' <br />x <br />W <br />ST=6 <br />I..L <br />CMU/MFTAI CONNFCTOR FNGINFFRING <br />