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IDocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 <br />N <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- 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 />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6-1" ABOVE <br />F. F. E. <br />4'-9" ABOVE Ilk <br />F.F.E. <br />2'-9" ABOVE OIL <br />F.F.E. <br />U-9" ABOVE <br />F. F. E. <br />TOP OF <br />CURB <br />F.F.E. <br />q_OF OPENING <br />2x6x12 I <br />CENTEI <br />48" DIA. ANCHOI <br />2x4 PT TOP UV VI\ <br />2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5) �" 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 M." x <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 />0 0 <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />J <br />u7 <br />N <br />Z <br />2 <br />o#— 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 />TOP OF WALL Ah <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE FASTEN ROOF DECK TO <br />OR FLATWISE) FRAMING @ 3" O.C. ON <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING EDGE, 6" O.C. IN FIELD <br />BETWEEN TRUSS TOP CHORDS W/ WITH RSRS 01 <br />(3) 10d COMMONS EACH END ROOF DECKS SEE <br />I <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'Y2" <br />d <br />PROVIDE PANEL <br />2x4 N0.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR <br />BLOCK TO ROOF DECK WITH 8d <br />FASTEN 2x6 N0.2 SYP <br />NON -DROPPED GABLE <br />COMMON @ 3" O.C. <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />GABLE TRUSS <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRAC , <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 />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />FASTEN 2x6 N0.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />8'-0" OR AS SHOWN ON PLAN <br />MOISTURE BARRIER SHALL BE <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />GABLE TRUSS TO BOND BEAM W/ <br />�! <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1-'Y2" <br />(NOTE: IF META20 IS IMPROPERLY <br />tr <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN <br />(1) SIMPSON HGAM10 BRACE CONNECTOR <br />BEAM W/ HTSM20 OR MSTAM36) <br />FROM DIAGONAL BRACE TO CMU <br />_ <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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />-- — ---{ --- -- ------ <br />I I I <br />I I I <br />I I I <br />I I I <br />I � I <br />I I I <br />I <br />I I I <br />I � I <br />PRECAST LINTEL SEE <br />PLAN <br />I � I <br />I I <br />EXTEND REINFORCING TO <br />I I I <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />I I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />I <br />1 NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />j W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />l PLACEMENT PLAN. MIN 6" BEND <br />j AT BOTTOM. <br />11 11 I I <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I I I <br />I I I <br />I I I <br />I I I <br />I I <br />/--------------------------- <br />\ I I <br />II I I <br />I I <br />/ / <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />0 <br />N <br />N <br />N <br />r7,,.-q'Aq' <br />O <br />N <br />A PEX <br />0 <br />N <br />c� <br />co <br />ffJ <br />O <br />O') <br />QJ <br />3E <br />C E, M <br />J <br />.4..s <br />lL <br />W <br />tdb <br />� <br />J <br />J <br />true design stadia:, <br />>� <br />z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q 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 />-a <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 />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED ASS\\�����\�����\��\\\���\\\\�\\\�\�� <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />D <br />4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). <br />U) <br />U41HOMN' <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />A <br />L <br />—,off <br />�`�� R'a a. �� `�@\ <br />a \& o g� g����� <br />W <br />. <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 />BOND BEAM <br />REINFORCEMENT <br />LU (SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />U <br />U <br />LU <br />LU <br />� o 0 <br />8 F - #--a---- DEPTH OF LINTEL <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />W�MEMMBERSPECIFIED ALTERNATE BRACING <br />CLR T OR L SCAB <br />2x4 <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 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6* <br />U <br />Z <br />W <br />W <br />This item has been electronically <br />O <br />signed and sealed by Justin M Lanier, <br />O <br />O <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />SINGLE TRUSS BRACING <br />� <br />Printed consideres of d nt are <br />dandy aged <br />not considered signed and sealed <br />and the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />by a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />on any electronic copy CD <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />z <br />W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />� <br />W Uj <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />W <br />Z <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 />W J z LLJ <br />m <br />LLJ O cn <br />W <br />W Q <br />W <br />z <br />> Q <br />z m Lu W <br />o Q J w w <br />O W � ~ <br />J � X <br />Z <br />O z <br />O BOND BEAM ~ <br />< <br />REINFORCEMENT W <br />W <br />J (SEE WALL SECTION) O F— <br />o <br />W Z_ <br />= FILL SOLID TO BOND BEAM W <br />U U LL <br />LU <br />LU Q <br />LINTEL REINFORCEMENT o Abbott Park J <br />a � Q <br />~� OC) <br />J <br />U- LOT 021-03-1 B o <br />8 F -1 - #-f—DEPTH OF LINTEL ASSEMBLY "d" <br />I— <br />#5 BOTTOM BAR TO EXTEND U Q <br />NO LESS THAN 1" BEYOND Z z <br />BEARING AT EACH END } U) <br />GROUT FILLED LINTEL ASSEMBLY Q PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.014960 0 <br />O <br />Z DRAWN: o <br />8F-1-# U KME o <br />Lij F_ CHKD: MJP Lf� <br />X <br />W J <br />a Q <br />U <br />U) <br />Z_ <br />m �.•�\�•E•NSF•.4 <br />i <br />W = * : N oLT��n�d by * Q <br />z — .- <br />i <br />STATE OF <br />W ol 3F4671DP�CDEF�B. <br />Z �ip N Al E' .�`�� <br />O_ 12-29-2021 p <br />H W <br />_U REVISIONS: <br />LL <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />U J <br />Q <br />U) <br />1 O <br />Oz z <br />= O <br />U � <br />w <br />H <br />X ST-6 <br />w <br />w <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />