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DocuSign Envelope ID 21 E7372B-7C76-459C-AFD9-9AE48FD1 8COA <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER—� <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />r <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 />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS 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 />110101 <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 />- (1)H2.5Tw/(10)8dx1-Y2" <br />PROVIDE PANEL F, 2x4 NO.2 SYP OUTLOOK RS FOASTEN EACH CKING BETWEEN <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE 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 SHALL BE <br />8'-0" OR AS SHOWN ON PLAN <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />GABLE TRUSS TO BOND BEAM W/ <br />�! <br />META20 @ 48" O.C. W/ MIN (7) 1Od x 1 <br />— <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />BEAM W/ HTSM20 OR MSTAM36) <br />FROM DIAGONAL BRACE TO CMU <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 />TOP OF FINISH <br />ABOVE <br />F.F.E.F.F. <br />i <br />TOP OF <br />GARAGE DOOR \ <br />6'-1" ABOVE <br />F.F.E. - <br />4'-9" ABOVE <br />F.F.E. <br />ABOVE <br />F.F.E.F.F. <br />ILOF OPENING <br />2x6x12 P- <br />CENTER <br />48" DIA. ANCHOR <br />2x4 PT TOP 0­11 <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 />II II I 11 <br />/CONTINUOUS LATERAL RESTRAINT <br />(CLR). QUANTITY AND LOCATION <br />DEFINED BY TRUSS SHOP DRAWING. <br />0 <br />CV O <br />N <br />O <br />O O <br />APEX <br />0 N <br />� O N <br />O <br />APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE <br />2x6 PT BUCK EACH SIDE OF OPENING SIDE OF WEBS MADE OF MORE THAN ONE PIECE, N <br />DO SO WITH OVERLAPPING co <br />BRACES LIKE THIS (TYP J <br />PROVIDE (5) �8' DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/V <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" 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 />PRE -CAST LINTEL <br />#5 CONT. PER PLAN <br />g <br />(1) #5 BAR AT CORNER <br />LO <br />W/ MIN. 25" LAP N <br />Z_ <br />#5 CONT. <br />0 <br />v 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 />GARAGE SHEAR PIER <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 />EVER ERE) LIL <br />W <br />J iaE J-6 <br />N <br />true design studios <br />Z <br />TRUSSES NEEDING BRACING 0 <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE <br />Cn <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 />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 />U) <br />DeRsHOMON" <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION.-1 <br />N <br />T-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />m <br />-- w'+'WK#$ <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED I ALTERNATE BRACING <br />SIZE CLR ITORL 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 />L <br />-C <br />Z <br />W <br />U <br />W <br />WO <br />This item has been electronically <br />d d I A J t' ML ' <br />PE o an sea a y uanier, <br />L-BRACE FASTENED TO O <br />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 ti Printed copies of this document are <br />�, >01�by <br />ot considered signed and sealed <br />nd the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL 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. O V ) <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z <br />IF (2) BRACES ARE SCAB BRACING . () W <br />'. REFER TO CHART AND DETAIL FOR MORE INFORMATION _ <br />REQUIRED, APPLY BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />W <br />TO EACH FACE OF WEB. N <br />I..L GRADE AS WEB TO BE BRACED. z � 77P W <br />Uj O cn <br />W Qw Q z <br />(D > Q Q <br />W m w ILL!0 0 J w <br />w w ti <br />OJLL <br />LL <br />�' X <br />Z <br />O Z <br />BOND BEAM BOND BEAM O <br />REINFORCEMENT REINFORCEMENT < W <br />J - (SEE WALL SECTION) J (SEE WALL SECTION) O W <br />- a Z <br />FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM O a <br />W cU) U LL <br />LINTEL REINFORCEMENT J <br />Abbott Park Q <br />O _ U <br />8 F - #� DEPTH OF LINTEL 8 F -1 - # � DEPTH OF LINTEL ASSEMBLY "d" LL LOT 023-03-1 B o <br />ASSEMBLY "d" ¢ W <br />H <br />GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND Z Z <br />NO LESS THAN 1" BEYOND V, <br />8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END <br />W <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.012592 O <br />w <br />Z DRAWN: _— - <br />8F-# 8F-1-# � 0 <br />co <br />WCHKD: � <br />MJP <br />BOND BEAM <br />REINFORCEMENT W J <br />(SEE WALL SECTION) a <br />Q Q <br />COURSING BELOW BOND �� •• �(^, E N S'•.9 �� Z <br />BEAM MAY BE FILLED OR 0 •• <br />UNFILLED W NO 85166 Q <br />Z * • DocuuSigned by: <br />Q <br />Cc 1 C� <br />8V8 w i 0 •• &}1D) EF43.: <br />LINTEL MAY BE FILLED Q �� <br />OR UNFILLED z <br />8" PRECAST LINTEL. SEE PLAN. <br />O 11-01-2021 p <br />8U8 W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W <br />U J <br />--- Z <br />Z O <br />U 0 <br />w <br />H <br />X ST=6 <br />W <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />