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DocuSign Envelope ID: 36F18693-F185-48FC-BA20-05B28AEDBD00 <br />MOISTURE BARRIER <br />BY OTHERS <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 (2' " ❑ x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />e 2x4 No.2 SYP PT PLATE CONTINUOUS W/ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />8'-1" ABOVE <br />ILOF OPENING <br />F.F.E. <br />2x6x12 PT — <br />CENTER BUCK <br />ROOF DECK <br />ROOF TRUSS TOP OF <br />_*_ <br />OR RAFTER GARAGE DOOR <br />6'-1"ABOVE <br />F.F.E. <br />48' DIA. ANCHOR <br />SUB FASCIA <br />4'-9" ABOVE <br />2x4 PT TOP BUCK— <br />_ <br />F.F.E. <br />_ <br />tE BARRIER <br />IRS <br />Y LINTEL <br />J <br />FASTEN 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANK AT 16" O.0 <br />CRICKET BY BUILDER <br />� TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <br />SHEATHING TO PT PLATE IN TRUSS <br />W/ 8d COMMON @ 3" O.C. <br />i <br />[HEI.GHTBUl TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />LD UP PER THE FOLLOWING DETAIL <br />� <br />5)WOOD KNEEWALL OVER MASONRY <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 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 DECK <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 />RAFTER TO NAILER W/ <br />MIN (4) 8D COMMON <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />D1 SHED ROOF DETAIL <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 %" <br />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 />I //—TRUSS ENGINEERING <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 />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 />BEAM W/ HTSM20 OR MSTAM36) <br />2x6 PT BUCK EACH SIDE OF OPENING <br />9" ABOVE <br />F.F. E. <br />F.F.. <br />PROVIDE (5) 48 DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %" <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. 4 �- �� PER PLAN LINTEL <br />0 0_ <br />g <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP N <br />z <br />#5 CONT. —� <br />v <br />1 L_l. --"r FILL BOTH LINTELS SOLID <br />--- W/ CONTINUOUS POUR <br />v <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 <br />I I I <br />I I I <br />I I I <br />I I I <br />I � I <br />II I <br />I <br />Fill <br />I I I <br />I I I <br />PRECAST LINTEL SEE <br />I PLAN <br />SEE PLAN--\ <br />I <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 />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 />1 I I SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l i TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />l PLACEMENT PLAN. MIN 6" BEND <br />I j l AT BOTTOM. <br />�I <br />l i CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH I PER PLAN <br />FLOOR SLAB <br />I I � <br />I I � <br />I � I <br />7--- <br />I � � <br />\ �� \7 <br />\ \ I I I <br />1 i i <br />I i i <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O > <br />O Q <br />N O <br />LO <br />APEX <br />co N <br />O N <br />O Q <br />N <br />M <br />U_ <br />tds <br />J <br />J N <br />true design studios <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100,JACKSONVILLE,FL32211 <br />Cn <br />� <br />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 />C <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 />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />041HOrdoN, <br />DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />a)5. <br />� <br />J , r <br />00 <br />W <br />_T6" MAX =" MAX =" MAX BRACE TSUBSTITUTE <br />INT wE� <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE , CLR TOR L SCAB <br />2x4 1 ROW 2x4 (1)2x4 N <br />2x4 2 ROWS 2x6 (2)2x4` U <br />-- T-BRACE FASTENED TO - - Z <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 W <br />2x6 2 ROWS 2x6 (2)2x4' 0 <br />2x8 1 ROW 2x6 (1)2x8 W <br />2x8 2 ROWS 2x6 (2)2x6' This item has been electronically <br />signed and sealed by Justin M Lanier, <br />L-BRACE FASTENED TO 0 PE on the date and/or time stamp <br />WEB W/ 10d AT 6" O.C. 0 shown using a digital signature. <br />SINGLE TRUSS BRACING Printed copies of this document are <br />� ot considered signed and sealed <br />nd the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL >00�by a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN n any electronic copy ♦ /� <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z V J <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR W <br />IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (A <br />REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND CD U <br />�" MAX _j6" MAX J6" MAX TO EACH FACE OF WEB. W <br />GRADE AS WEB TO BE BRACED. <br />BOND BEAM <br />REINFORCEMENT <br />w I L_ •- •Ll (SEE WALL SECTION) <br />:1 <br />w FILL SOLID TO BOND BEAM <br />U <br />w <br />w <br />rn <br />0 0 <br />8 F - #--a DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />• <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />�7BEAM MAY BE FILLED OR <br />UNFILLED <br />a o <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />Z <br />U) z W <br />Uj O c) <br />W Q <br />W <br />W Q O <br />ZM > a <br />W W W D 0 <br />o p W <br />W W <br />O <br />� <br />LL X <br />Z aO Z <br />-7 <br />BOND BEAM 0 <br />REINFORCEMENT < W <br />J (SEE WALL SECTION) <br />a Z <br />_ FILL SOLID TO BOND BEAM O a <br />(n U <br />w Q W <br />LINTEL REINFORCEMENT Abbott Park Q <br />O U <br />_j (A <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" Q LOT 011-04-1 B o <br />H <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN 1" BEYOND Z <br />BEARING AT EACH END } 0 <br />0 <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.012602 LL <br />O <br />Z DRAWN: _ _ o <br />8F-1-# 1:C <br />U O <br />LU <br />CHKD: L0 <br />MJP <br />X <br />W W <br />Q Q <br />U <br />Q���►�>f��i�trrrr W <br />o}D .�� \ G E N , • •. ���� Z <br />\' F i <br />LU W No 85166 <br />Z * . DocuSipned by: •� <br />d <br />.. ��11 CC <br />W O:• T6�DAGR435 <br />`0,�•'�: <br />(n <br />�i'�� ••• ( 0 R Q P GN,��� Z <br />Q ��isS .. •• <br />O 11-01-2021 <br />H � <br />U REVISIONS: _ <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />W <br />(n J <br />0 _ w <br />OJ - O <br />Z Z <br />= O <br />U C' <br />W <br />r'-- <br />x ST=6 <br />w <br />a_ <br />CMUIMETAL CONNECTOR ENGINEERINGa <br />