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DocuSign Envelope ID 30813D59-338F-444C-B5F4-9FD029C9F05E <br />i-OF OPENING <br />ROOF DECK <br />ROOFTRUSS <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; A o 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. 2x6x121 <br />CENTEI <br />TOP OF <br />6'-1" ABOVE <br />F.F.E. <br />" DIA. ANCHOI <br />4'-9" ABOVE <br />Ilk- <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />2x4 PT TOP _­1 <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48' 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 Y2" x 41e' <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 />o <br />D- <br />Ln <br />N <br />z <br />v <br />0 <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 />TOP OF WALL <br />I I I <br />I I I <br />I I I <br />I <br />I I I <br />I � I <br />II I <br />II i I <br />I I <br />I I I <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 />EDGE, 6" O.C. IN FIELD <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING PRECAST LINTEL SEE <br />BETWEEN TRUSS TOP CHORDS W/ WITH RSRS-01 _ PLAN <br />(3) 10d COMM NS EACH END ROOF DECK SEE PLAN-- <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />-< CLIP TO GABLE TOP CHORD WITH I EXTEND REINFORCING TO <br />(1) H2.5T w/ (10) 8d x 1-'Y2" — END OF PIER W/ 6" BEND TO <br />j LAP WALL REINFORCING AS <br />F 2x4 NO.2 SYP BLOCKING BETWEEN i i i SHOWN. <br />PROVIDE PANEL OUTLOOKERS. FASTEN EACH I <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d - <br />NON -DROPPED GABLE � COMMON @ 3" O.C. I � I MIN (2) SOLID FILLED & <br />FASTEN 2x6 NO.2 SYP I i REINFORCED CELLS W/ NO.5 <br />DIAGONAL BRACE TO I I VERT. BAR ADJACENT TO <br />BLOCKING w/ (6) GABLE TRUSS GARAGE DOOR OPENINGS. <br />I <br />E <br />10d COMMONS I <br />NO.5 VERT. BAR IN FILLED <br />2x6 NO.2 SYP DIAGONAL BRA __ CELL AT EACH END OF PIER <br />SEE PLAN WALL SHEATHING PER PLAN I <br />• UP TO 8FT SINGLE 2x6 ONLY NO. 5 DOWEL TO MATCH EACH L OR T BRACE VERTICAL <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRAC_ I - SOLID FILLED & REINFORCED <br />REINFORCEMENT PER I i CELL EXTENDING FROM FOOTING <br />TRUSS ENGINEERING I TO LAP WALL REINFORCING <br />FASTEN 2x6 N0.2 SYP I W/ MIN 25" LAP UNLESS NOTED <br />"T-BRACE" TO DIAGONAL BRACE I I I I OTHERWISE ON DOWEL & LINTEL <br />W/ 10d COMMONS @ 3" O.C. I PLACEMENT PLAN. MIN 6" BEND <br />8'-0" OR AS SHOWN ON PLAN � MOISTURE BARRIER SHALL BE i i j i i I AT BOTTOM. <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />CONCRETE <br />e' GABLE TRUSS TO BOND BEAM W/ FOUNDATION WORK <br />I I I I I I <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1%z' TOP OF FINISH PER PLAN <br />_ - FLOOR SLAB <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36) <br />FROM DIAGONAL BRACE TO CMU <br />I I I <br />MOISTURE BARRIER BETWEEN MASONRY <br />\ I <br />AND NON -PT LUMBER BY OTHERS <br />B3 <br />GABLE ANGLE BRACING DETAIL W/ HGAM10 <br />1) MAX. TRUSS SPACING _ 24 O.C. 2021 V1.0 <br />/ <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 />GARAGE SHEAR PIER <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT <br />APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. <br />(III <br />CONTINUOUS LATERAL RESTRAINT <br />(CLR). QUANTITY AND LOCATION <br />DEFINED BY TRUSS SHOP DRAWING. <br />ie <br />r <br />N C) <br />o U <br />N <br />O CY <br />O O <br />04 APEX <br />(V U <br />� N <br />O 0) <br />O <br />APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE <br />MORE THAN ONE PIECE, <br />T <br />cV <br />SIDE OF WEBS MADE OF <br />DO SO WITH OVERLAPPING <br />M <br />BRACES LIKE THIS (TYP <br />J <br />EVER) HERE) <br />LL <br />tds <br />y <br />W <br />J <br />N <br />true design studios <br />Z <br />TRUSSES NEEDING BRACING <br />0 <br />_ - <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <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 />00 <br />41 <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. 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />11HOMIDN' <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />N <br />16" MAX" <br />_T6" MAX <br />-16 MAX <br />_16" MAX <br />_T6" MAX <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 />TO EACH FACE OF WEB. <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEBS MEMBERALTE BRACING <br />BER� SP <br />CLRIED TORLTERNATESCAB <br />2x4 <br />- - <br />1 ROW <br />- <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 />J ' &,wee <br />m � <br />W <br />z <br />W <br />0 <br />W <br />This item has been electronically <br />O <br />A d I db J t ML <br />O <br />O <br />s�gne an sea e y us in amer, <br />PE on the date and/or time stamp <br />O <br />shown using a digital signature. <br />SINGLE TRUSS BRACING <br />Printed copies of this document are <br />ot considered signed and sealed <br />� <br />nd the signature must be verified <br />>00ibby <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 />n any electronic copy ) / <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />V <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 />0 <br />M <br />W <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />W <br />-- BOND BEAM <br />REINFORCEMENT <br />uJ (SEE WALL SECTION) w <br />= FILL SOLID TO BOND BEAM = <br />W <br />w w <br />v •• so <br />0 0 <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 0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />U) IIIIIIIIIIIIIJ Z W <br />Uj O Cn <br />W <br />W Q <br />z Q 0 <br />z <br />z 0 Q <br />z W o <br />o J WLij <br />2 <br />W W ti <br />o <br />L U_ x <br />z ao Z <br />BOND BEAM F_ o <br />REINFORCEMENT W <br />(SEE WALL SECTION) W <br />O � <br />a Z <br />�- FILL SOLID TO BOND BEAM O a <br />U LI_ <br />Q <br />LINTEL REINFORCEMENT J <br />Ix Abbott Park Q <br />O U) <br />LL LOT 007-04-1 B o <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />W <br />I— <br />#5 BAR TO EXTEND <br />U <br />BOTTOM <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />Vr <br />BEARING AT EACH END <br />C7 <br />� <br />GROUT FILLED LINTEL ASSEMBLY <br />O PROJECT NO: <br />Q <br />8" PRECAST LINTEL. SEE PLAN. <br />1 2021.01259 <br />z <br />O <br />8F-1-# <br />DRAWN:- <br />= CD <br />- U <br />LILI <br />CHKD: <br />O <br />u7 <br />x <br />MJP <br />W <br />J <br />Q <br />Q <br />U <br />Q <br />%01, 1 11 U 11111 <br />U) <br />S• '9 ''. <br />.• •CEN00 <br />W <br />' No 85166 <br />Q <br />Z <br />Docu3lpned by: • '�' � <br />*µ. <br />w <br />j � • �i iDFM435.;* 411: <br />O ••. 4v . <br />A- <br />Q <br />z <br />'.� FS . O R •' �� <br />,,4'r&/O <br />Z <br />iiii _10 <br />11-02-2021 <br />_O <br />H <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W <br />� J <br />W <br />O <br />z Z <br />r o <br />U <br />W <br />H <br />X ST=6 <br />W <br />a <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />