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71M1s 1.1.11 -W X—M-111WI nil <br />DocuSign Envelope ID: 4C356AEE-19AC-4DBD-90B8-915FA5AE4055 <br />R <br />4.OF OPENING <br />ROOF DECK <br />ROOF TRUSS <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; • 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 />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM 7­­­ <br />ACH END <br />FASTEN <br />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 />ROOF <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />L ~ (1) H2.5T w/ (10) 8d x 1 '/2" <br />I 2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />/---GABLE TRUSS <br />WALL SHEATHING PER PLAN <br />" L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL (WI 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 />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 />8'-1" ABOVE OIL <br />F.F.E. <br />TOP OF <br />6'-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE - - <br />F.F.E <br />2'-9" ABOVE <br />F.F.E. <br />2x6x12 PT <br />CENTER BL <br />I � <br />4B' DIA. ANCHOR <br />2x4 PT TOP BU(,11 <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 4e' 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 '/i" x 41 fi' <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 />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 />— <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--------- --- ------- <br />PRECAST LINTEL SEE <br />I <br />SEE PLAN i - I PLAN <br />I 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 />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />1 GARAGE DOOR OPENINGS. <br />I I I <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />I <br />l NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />j TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />l I AT BOTTOM. <br />11 11 II <br />J- <br />CONCRETE <br />I I FOUNDATION WORK <br />TOP OF FINISH 1� PER PLAN <br />FLOOR SLAB <br />I I � <br />I I I <br />I I i <br />7—, <br />I <br />_ <br />\ I I IX/ <br />\ I I I <br />I I I <br />GARAGE SHEAR PIER <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > E <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT N O <br />APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. o <br />(II I <br />CONTINUOUS LATERAL RESTRAINT N O <br />(CLR). QUANTITY AND LOCATION A PEX <br />0 <br />DEFINED BY TRUSS SHOP DRAWING.C: <br />00 N <br />O N <br />Cn <br />1 <br />APPLIED TO EITHER - IF LATERAL RESTRAINT MUST BE `- <br />SIDE OF WEBS MADE OF MORE THAN ONE E, N <br />PIEC <br />DO SO WITH OVERLAPPING M <br />BRACES LIKE THIS (TYP <br />EVER HERE) <br />W <br />tds <br />J true design studios N <br />z <br />--TRUSSES_ NEEDING BRACING 0 <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE100,JACKSONVILLE,FL32211 CO) <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 />O <br />�- <br />., <br />cn <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 ASCY <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 />D*H090 1 <br />N <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />N <br />6" MAX <br />-�„ MAX <br />T6„ MAX <br />6' MAX <br />T" MAX <br />�„ 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 />J (SEE WALL SECTION) <br />o _ <br />w FILL SOLID TO BOND BEAM <br />U <br />w <br />Lu <br />0 0 <br />• <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />SPECIFIED <br />ALTERNATE IRAC_I_N_G <br />SIZE <br />CLR <br />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 />-` <br />2x6 <br />1 ROW <br />- <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 />Jco <br />, <br />W <br />z <br />(7 <br />This item has been electronically <br />W <br />signed and sealed by Justin M Lanier, <br />W <br />PE on the date and/or time stamp <br />O <br />shown using a digital signature. <br />- O Printed copies of this document are <br />O not considered signed and sealed <br />CA and the signature must be verified <br />SINGLE TRUSS BRACING I` 1 by a 3rd Party Certificate Authority <br />Iq �on any electronic copy <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN r )^ <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V <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. (!1 <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND U) 9 < <br />W <br />GRADE AS WEB TO BE BRACED. � � z W <br />W O c) <br />LU QW <br />z Q O <br />0 / Q Q <br />z W <br />w oW <br />W <br />o J � <br />W W <br />O ' x <br />z r- <br />O ZO <br />BOND BEAM <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 />REINFORCEMENT <br />W <br />LU <br />- <br />(SEE WALL SECTION) <br />O <br />o <br />a <br />Z <br />w <br />� <br />--- <br />- <br />FILL SOLID TO BOND BEAM <br />O <br />a <br />cn <br />U <br />LL, <br />LINTEL REINFORCEMENT <br />Abbott Park <br />J <br />Q <br />O <br />U <br />Q <br />LOT 036-03 <br />8 F -1 - #-�--DEPTH OF LINTEL ASSEMBLY "d" <br />0 <br />U <br />F-- <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />Ur <br />BEARING AT EACH END <br />} <br />U) <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.009230 <br />8 F-1-# <br />U <br />DRAWN: JAR <br />O <br />O <br />iW" <br />_ <br />CHKD: <br />MJP <br />L0 <br />x <br />W <br />W <br />a <br />Q <br />Q <br />Q�� <br />U <br />(A <br />�%% IIN L-A& ��, <br />G •E NS • *- ��' <br />,�� <br />z <br />Im <br />. <br />•• <br />` <br />W <br />Z <br />No 85166 <br />� .�. � DocuSigned by: •• .k <br />O• <br />� <br />C) <br />1 <br />W <br />671 DEe • <br />O •'. �C/ <br />U) <br />o R o P ����` <br />Z <br />O_ <br />07-28-2021 <br />0 <br />I— <br />W <br />_ <br />U <br />REVISIONS: <br />U) <br />_ <br />TYPICAL PRE -CAST LINTEL OPTIONS ¢ No. Description Date w <br />U) J <br />(D (n <br />Z— - - ------ --- z <br />U <br />W <br />x <br />w ST=6 <br />a <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />