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DocuSign Envelope ID 5953A008-AD2B-44CB-A263-6A20DCB735DF <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />- - SUB FASCIA <br />MOISTURE BARRIER - TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2, A a MOISTURE BARRIER <br />SHEET STA (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 />zo <br />2x6x12 <br />F.F.E. <br />CENTEI <br />TOP OF <br />GARAGE DOOR - <br />6'-1" ABOVE <br />_ <br />F.F.E. <br />46" DIA. ANCHO <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />-- <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF <br />CURB <br />F.F.E. <br />2x4 PT TOP <br />4.OF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 4e' 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 %" x Y16" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />�A <br />W <br />PRE -CAST LINTEL <br />PER PLAN <br />i. <br />in <br />N <br />_Z <br />2 <br />FILL BOTH LINTELS SOLID <br />I I 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 � I <br />I <br />I I I <br />II I <br />I I <br />BLOCK PANEL EDGES <br />I I I <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE4PROVIDEAN <br />ROOF DECK TO <br />OR FLATWISE)G @ 3" O.C. ON <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING 6" O.C. IN FIELD <br />BETWEEN TRUSS TOP CHORDS W/ H RSRS-01 I PRECAST LINTEL SEE <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 EXTEND REINFORCING TO <br />(1) H2.5T w/ (10) 8d x 1 '/2' END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I <br />2x4 NO.2 SYP BLOCKING BETWEEN i SHOWN. <br />OUTLOOKERS. FASTEN EACH i I <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d MIN (2) SOLID FILLED & <br />NON -DROPPED GABLE COMMON @ 3" O.C. i i REINFORCED CELLS W/ NO.5 <br />FASTEN 2x6 NO.2 SYP t <br />DIAGONAL BRACE TO I I I VERT. BAR ADJACENT TO <br />BLOCKING w/ (6) GABLE TRUSS - i GARAGE DOOR OPENINGS. <br />10d COMMONS <br />I I I N0.5 VERT. BAR IN FILLED <br />2x6 NO.2 SYP DIAGONAL BRA CELL AT EACH END OF PIER <br />SEE PLAN WALL SHEATHING PER PLAN <br />I <br />• UP TO 8FT SINGLE 2x6 ONLY <br />l i i i l NO.5 DOWEL TO MATCH EACH <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE SOLID FILLED & REINFORCED <br />L OR T BRACE VERTICAL CELL EXTENDING FROM FOOTING <br />REINFORCEMENT PER <br />TRUSS ENGINEERING TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />FASTEN 2x6 NO.2 SYP OTHERWISE ON DOWEL & LINTEL <br />"T-BRACE" TO DIAGONAL BRACE I 1 <br />w/ 10d COMMONS @ 3" O.C. I I I I I PLACEMENT PLAN. MIN 6' BEND <br />- MOISTURE BARRIER SHALL BE <br />8'-0" OR AS SHOWN ON PLAN i I AT BOTTOM. <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />I I i i I I CONCRETE <br />GABLE TRUSS TO BOND BEAM W/ FOUNDATION WORK <br />META20 @ () x 48" O.C. W/ MIN 7 10d 1 %" TOP OF FINISH PER PLAN - (NOTE: IF META20 IS IMPROPERLY FLOOR SLAB <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36) <br />_ I I <br />FROM DIAGONAL BRACE TO CMU i --- -i ---- <br />I � I _ <br />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />I I I \ <br />)GAB�LEANGLE BRACING DETAIL W/ HGAM10 B32021 V1.01) MAXS SPACING = 24" O.C. X\ <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 />-- CONTINUOUS LATERALIRESTRAINTI) <br />/(CLR). QUANTITY AND LOCATION <br />DEFINED BY TRUSS SHOP DRAWING. <br />T6'M <br />T" MAX <br />_16'MAX <br />_t6" MAX <br />„M <br />6" M <br />N Q <br />� U <br />Ocr <br />O p <br />APEX <br />0 <br />Ili <br />O q) <br />O <br />� n3 <br />APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE <br />PIECE, <br />N <br />SIDE OF WEBS MADE OF MORE THAN ONE <br />DO SO WITH OVERLAPPING <br />cc i <br />s <br />BRACES LIKE THIS (TYP <br />EVER HERE) <br />LJL <br />tds <br />W <br />J <br />J-6 <br />true design studios <br />� <br />z <br />TRUSSES NEEDING BRACING <br />0 <br />_ <br />U <br />9000 REGENCY SQUARE BLVD.� <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE100,JACKSONVILLE,FL32211 0 <br />-� Q <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />_0 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />O <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />LU <br />� <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED ASty <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 />DIH090 <br />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION.N' <br />N <br />AX <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 />AX TO EACH FACE OF WEB. <br />BOND BEAM <br />REINFORCEMENT <br />w - (SEE WALL SECTION) <br />0 <br />W - FILL SOLID TO BOND BEAM <br />vUi <br />w <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />[V�VEBMEWBERSPECIFIED ALTERNATE BRACING <br />CLR 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 />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 />00 <br />W <br />0 <br />a <br />U) <br />z <br />W <br />0 <br />NWN <br />LPL <br />O <br />This item has been electronically <br />A d 1 db 1 t' ML ' <br />O <br />O <br />.5—an sea e y us m anier, <br />PE on the date and/or time stamp <br />O <br />shown using a digital signature. <br />SINGLE TRUSS BRACING <br />Printed consideres of d nt are <br />not considered signed and sealed <br />dandy aged <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />d- <br />L0 <br />nd the signature must be verified <br />>Mby a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />O <br />n any electronic copy <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />VJ <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 />U) <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />TO BE <br />GRADE AS WEB BRACED. <br />m <br />11J O c� <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 />rY Q <br />W <br />w <br />z Q 0 > Q Q <br />Z <br />W LU 0 <br />0 0 J wLU <br />LU LL! <br />O <br />Li-LL x <br />z QO_ z <br />BOND BEAM F- O <br />REINFORCEMENT � <br />w <br />UJ - (SEE WALL SECTION) <br />O <br />rl z <br />w <br />w FILL SOLID TO BOND BEAM <br />= O a <br />U) U LL <br />W <br />" LINTEL REINFORCEMENT J <br />X Abbott Park U <br />"o <br />LIL <br />8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" Q LOT 028-02 w <br />- <br />F— <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN 1" BEYOND Z <br />BEARING AT EACH END 0 <br />0U) <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.009237 W <br />-- O <br />Z DRAWN: _ o <br />8F-1-# U JAR <br />WCHKD: V7 <br />MJP X <br />a- J <br />Q Q <br />U <br />Q �,�►►U 111/►►►� W <br />No 85166 <br />W Q <br />Z DocuSigned by: : •k w a <br />0 <br />O ATF nF •� + <br />UJIO . 1 DEF W <br />U) ►►//1111111►► Q <br />O 08-03-2021 Q <br />H W <br />U REVISIONS: _ <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W <br />� J <br />U) <br />O <br />O <br />Z Z <br />U � <br />W <br />x ST=6 <br />LU <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />