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DocuSign Envelope ID: CA5AOA48-8C44-45D1-8729-7E26850OF5B9 <br />MOISTURE BARRIEF <br />BY OTHERS <br />8'-1" ABOVE <br />F.F.E. <br />ROOF DECK <br />ROOF TRUSS <br />TOP OF <br />Ilk <br />OR RAFTER <br />GARAGE DOOR <br />ABOVE <br />F". F. E. <br />F.F. <br />SUB FASCIA <br />ABOVE <br />. <br />F.F.E. <br />ff.F <br />tE BARRIER <br />RS <br />2'-9" ABOVE <br />Y LINTEL F.F.E. <br />V <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />TRUSS TO TOP PLT W/ H2.5T OR RT7AT— <br />SHEATHING TO TOP PLATE- <br />W/ 8d COMMON @ 3" O.C. <br />FULLY SHEATH KNEEWALL PER TABLE 2:- <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2t" L x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />• 2x4 No.2 SYP PT PLATE CONTINUOUS W/ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />SHEATHING TO PT PLATE <br />W/ 8d COMMON @ 3" O.C. <br />KW5 <br />Mn, <br />C <br />FASTEN 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANK AT 16" O.0 <br />UPPER PLT HGT <br />CRICKET BY BUILDER <br />PLT HGT <br />RAFTER TO NAILER W/ <br />MIN (4) 80 COMMON <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />CD1 SHED ROOF DETAIL <br />TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <br />IN TRUSS <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />)D KNEEWALL OVER MASONRY <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM NS EACH END ROOF DECK <br />FASTEN 2x6 NO.2 SYP— <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACir <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />I1 1 2x4 SYP OUTRIGGER @ 24" O.C. <br />L 4 CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 %" <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE COMMON @ 3" O.C. <br />I <br />--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— AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL (V <br />1) MAX. TRUSS SPACING = 24" O.C. <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 />f L OR T BRACE VERTICAL <br />TEINFORCEMENT PER <br />RUSS ENGINEERING <br />I <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 '/2' <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />v BEAM W/ HTSM20 OR MSTAM36) <br />/ HGAM 10) <br />2021 V1.0 <br />rLOF OPENING <br />2x6x12 I <br />CENTEI <br />48" DIA. ANCHOI <br />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5)" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 W <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/z' 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 <br />CURB <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. —� PER PLAN LINTEL <br />n. <br />_ g <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP N <br />z <br />#5 CONT. —� <br />0 <br />L_L FILL BOTH LINTELS SOLID <br />_ems— o 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 WALLAS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />----_ \ <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 />jI I I <br />I I I <br />\ I I I \ \ <br />\ I I I \ \ <br />I I I <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />o <br />N <br />U <br />O <br />CD <br />? <br />O <br />(V <br />APEX <br />00 <br />r_ <br />a) <br />O <br />N <br />0 <br />L <br />g <br />Rf <br />BE CN <br />=CE, N <br />M <br />� <br />LL <br />tds <br />W <br />J <br />J-6 <br />N <br />true design studios <br />Z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100,JACKSONVILLE,FL32211 Cn <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 />- <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />C <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 SHN <br />0-11HOMON' <br />5. DES GNED PER BCSII--63NMOSTARE.I31CURRENTONG EDITION.) <br />N <br />T" 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 />uJ (SEE WALL SECTION) <br />0 <br />uJ FILL SOLID TO BOND BEAM <br />U <br />rn <br />w - <br />w <br />" o <br />8 F - #+--- DEPTH OF LINTEL <br />J t % <br />CONTINUOUS LATERAL RESTRAINT WEB <br />FBRACE SUBSTITUTE ] <br />< <br />WEB <br />BSIZE MEMBERSP CLRIED TORALTERNATESCAB BRACING <br />Z <br />2x4 1 ROW 2x4 (1)2x4 <br />i- <br />2x4 2 ROWS 2x6 (2)2x4" <br />Z <br />2x6 1 ROW 2x4 (1)2x6 <br />W <br />2x6 2 ROWS 2x6 (2)2x4" <br />0 <br />2x8 1 ROW 2x6 (1)2x8 <br />W <br />2x8 2 ROWS 2x6 (2 2x6* <br />0 <br />This item has been electronically <br />O <br />signed and sealed by Justin M Lanier, <br />O <br />PE on the date and/or time stamp <br />0)shown <br />using a digital signature. <br />SINGLETRUSS BRACING <br />Printed copies of this document are <br />� <br />ot considered signed and sealed <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />nd the signature must be verified <br />>01,�by <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 />(n <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />GRADE AS WEB TO BE BRACED. <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8F-# <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />J <br />w <br />2 <br />U <br />(n <br />w <br />w <br />rn <br />Z <br />=j z W <br />Uj O (n <br />W Q <br />W Q O <br />z > Q <br />W W C o <br />W <br />W W <br />O <br />LJL X <br />Z Q `— <br />O Z <br />i BOND BEAM 0 <br />REINFORCEMENT <br />(SEE WALL SECTION) W <br />d Z <br />FILL SOLID TO BOND BEAM O a <br />U LL <br />a <br />� LINTEL REINFORCEMENT J <br />Abbott Park Q <br />O U <br />J (n <br />LL LOT 036-02 0 <br />8 <br />F -1 - #- • DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />W <br />U <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />BEARING AT EACH END <br />} <br />GROUT FILLED LINTEL ASSEMBLY <br />PROJECT NO: <br />U) <br />LU <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.011208 <br />� <br />L L <br />8F 1-# <br />Z <br />DRAWN: <br />KME <br />O <br />c <br />LLI <br />LO <br />CHKD: <br />X <br />MJP <br />co <br />Q <br />Q <br />Q,'ttJ1 <br />i111r111i <br />U <br />u) <br />........ �gAt�F lfd't <br />C7 <br />W <br />• No 85166 •• <br />'S <br />Z <br />� r <br />.. ; Docuftned by: <br />O <br />ram; <br />j:�# <br />0 <br />10• PF(E1DAWF435.:14/ <br />Q <br />". <br />•` 0 R X �''• C��.`% <br />z <br />Z� <br />Q <br />(n <br />O_ <br />09/16/2021 <br />p <br />I— <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />-- W <br />(n a <br />O H <br />Z -- - Z <br />U � <br />W <br />F- <br />X <br />W ST=6 <br />W <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />