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DocuSign Envelope ID: 422E4585-AB15-48C1-AF50-1025F7A8ADD7 <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />•i -- - <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER U PLAN. SEE TABLE 2; 4 -- 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 />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 BRACE- <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />ROOF DECK <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />- - __- CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 1/2" <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL OUTLOOKERS. FASTEN EACH <br />r EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE COMMON @ 3" O.C. <br />l—GABLE TRUSS <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 />/ 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 />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 />TOP OF FINISH <br />8'-1" ABOVE _ <br />F.F.E. 2x6x121 <br />CENTEI <br />TOP OF <br />GARAGE DOOR <br />6-1 <br />F.F. . <br />F.F.E.. <br />48' DIA. ANCHOI <br />4'-9" ABOVE 2x4 PT TOP <br />F.F.E. <br />ABOVE <br />F.F.E.F.F. <br />rLOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />0'-9" ABOVE <br />PROVIDE (5) %" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/i' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x 416" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />F.F.E. <br />TOP OF <br />CURB <br />-_- — <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 />RA <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 />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 />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />CONCRETE <br />FOUNDATION WORK <br />PER PLAN <br />------------- <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />o <br />O <br />N <br />V <br />O <br />O <br />p <br />04 <br />A PEX <br />N <br />d' <br />•iC <br />c6 <br />BE <br />=CE N <br />M <br />J <br />1C, <br />LL <br />W <br />tds <br />4- <br />J <br />J <br />.Q <br />N <br />5; <br />true design studios <br />Z <br />0 <br />U <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100,JACKSONVILLE, FL32211 0 <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 />- <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 AS <br />a, <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 />Cn <br />A <br />Usn"HOMON <br />DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />a)5. <br />T" MAX <br />_T6" MAX <br />=' MAX <br />:r6" MAX <br />T" MAX <br />-�-6" 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 />TO EACH FACE OF WEB. <br />BOND BEAM <br />REINFORCEMENT <br />w u •.. 'I� (SEE WALL SECTION) <br />0 <br />w - FILL SOLID TO BOND BEAM <br />U <br />to <br />w <br />ai ITT—• • i <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE 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 />W <br />Q <br />0 <br />0 <br />LO <br />U <br />Z <br />W <br />W <br />O <br />This item has been electronically <br />--- - <br />O <br />signed and sealed by Justin M Lamer, <br />O <br />PE on the date and/or time stamp <br />O <br />shown using a digital signature. <br />SINGLE TRUSS BRACING <br />Printed of d nt are <br />dandy <br />� <br />consideres aged <br />ot considered signed and sealed <br />>Nllby <br />nd the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />n any electronic copy ^ <br />V J <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 />U) <br />_ <br />W <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />W <br />v <br />o a <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 />I r <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL, SEE PLAN. <br />8U8 <br />z J z LLI <br />Uj O W <br />W <br />W Q <br />W Q O <br />Z <br />0 > Q Q <br />Z <br />W W W 0 <br />o � Lu <br />0 d. <br />LU W <br />ULLL <br />x <br />Z a0 Z <br />BOND BEAM <br />REINFORCEMENT 0 <br />w (SEE WALL SECTION) W <br />a Z <br />= FILL SOLID TO BOND BEAM O a <br />uvJ U LL <br />LINTEL REINFORCEMENT J <br />w Abbott Park Q <br />L <br />0 0 0 <br />LL LOT 010-04-1 B o <br />8 F -1 - #�—DEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND Z Z <br />NO LESS THAN V BEYOND _ Ur <br />BEARING AT EACH END } <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.012601 <br />LL <br />-�} <br />8F-1 �TT = DRAWN: - O <br />U CD o <br />CHKD: - LO <br />MJP x <br />Q Q <br />U <br />Q ������iii W <br />i <br />\. F ' i <br />No 85166 <br />W <br />Z = * �• Docu3lgned by: •� •A' �_ <br />.cr- <br />'. }f EAcl@FPs...: i/j <br />W <br />Q i S Q? 1 _ <br />Q <br />_0 11-01-2021 p <br />W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date I-_ <br />U) - - a <br />0 <br />O Z <br />U- --- - 0 <br />W <br />x <br />w ST=6 <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />