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I% <br />C <br />2x4 CRC <br />BRACING <br />2x4 COT <br />HORIZON <br />LATERAI <br />BRACING <br />2x8 (P_T_) x 0'-S" WITH <br />C2)114" DIA_ TAPCONS <br />� EMB_ 11/4" ) AT 4" c/c_ <br />(3) 12d NAILS AT BRACE <br />TERMINATING AT WALL <br />(2) 10d NAILS EACH MEMBER <br />2"x4" CONT_ LATERAL WOOD <br />BRACING NAILED TO BOTTOM <br />CHORD AT PANEL POINT AT <br />MAXIMUM 10'-0" SPACING OR LESS <br />IF REQUIRED BY TRUSS ENGINEER <br />48" <br />(OVERLAP 6 SPLICES) <br />PRE-ENGINEERED WOOD <br />TRUSS BOTT_ CHORD <br />5/8" PLYWOOD OVER TRUSSES <br />HORIZON <br />ISSUE DATE: <br />MAR <br />02/04/22 <br />DRAWN BY: <br />PROJECT NO. <br />DAIS <br />2154 <br />SSS <br />rINUOUS <br />_ <br />° <br />° <br />S <br />WO <br />AT <br />2-1 <br />(T' <br />2x4 <br />BRfi <br />e <br />H <br />OD <br />24"c. <br />0d 1 <br />'P_) - <br />(4) 12cl NAILS 4 <br />BRACE TERMIN <br />AT GIRDER TRI, <br />GIRDER TRUSS <br />2x4 CONTINUOUS <br />HORIZONTAL <br />LATERAL BRACING <br />10 SP_ 2'-0" c/c = 20'-0" (MAX_) <br />TYPICAL PERMANENT LATERAL BRACING FOR TRUSSES <br />NOTES: <br />HORIZONTAL BRACING OF TOP AND BOTTOM CHORD= <br />1_ PROVIDE ONE ROW OF HORIZONTAL BRACING <br />AS SHOWN EVERY 10'-0" OF SPAN OF TRUSS_ <br />2_ BRACING MEMBERS TO BE CONTINUOUS 2x4 WOOD <br />MEMBERS AT SPLICE LOCATIONS, LAP BRACING <br />MEMBERS OVER AT LEAST TWO TRUSSES_ <br />ROSS <br />C ING <br />D I AGONAL BRAC ING: <br />1_ PROVIDE CROSS BRACING, AS 6HOWN, AT EACH END <br />OF EACH ROW OF PERMANENT HORIZONTAL BRACING, <br />AND AT NO MORE THAN 20'-0" SPACING IN <br />DIRECTION OF HORIZONTAL BRACING_ <br />2_ BRACING MEMBERS TO BE 2x4 WOOD MEMBERS_ <br />DETAIL OF PERMANENT LATERAL BRACING FOR TRUSSES <br />SCALE: N.T.S. <br />Sd RING <br />SHANK <br />5/0" CDX CONC_ <br />PLYWOOD-/ --A BEAM, SEE <br />�1M 2x8 <br />FACIA_ SEE <br />ARCH'L <br />PLYWOOD Sd RING SHANK <br />EDGE HOT -D IPPE D <br />GALVANIZED 6 4"r-Ir- <br />RING <br />"c/cRING SHANK <br />STANDARD NOOK <br />TOP OF TB <br />SEE PLANS <br />VERIFY WITH ARCH. <br />DRAWINGS <br />BLOCK WALL <br />//--2- l(od NAILS <br />AT FACIA_ <br />WOOD TRUSS, 7 TYP_ <br />SEE PLA <br />PLYWOOD ROOFING <br />NAILING PLAN <br />\DETAIL <br />�_02SCALE: N.T.S. <br />2x8 STRUCTURAL <br />SUB -FASCIA ALL <br />CONN_ W1 (4)- l(od <br />NAILS <br />CORNER OF ROOF TRUSSES <br />B D E T A I L <br />63.02 SCALE: N.T.S_ <br />ROOF TB RE INF_ <br />SEE BEAM SCHEDULE <br />ADD #3 C <br />ADD 2 05 BOTT_ <br />EXTEND (o" INTO <br />WALL EACH END_ <br />I. WINDOW OR DOOR OPENING I. A" <br />TYPICAL CONC. HEADER DETAIL ABOVE <br />WINDOW / DOOR OPENING <br />RAI <br />RODRIGUF� <br />ARCHITECTS <br />INCORPORATED <br />2121 PONCE DE LEON BLVD, STE, 1010 <br />CORAL GABLES, FL. 33134 <br />TEL: (305) 448-3373 <br />FAX: (305) 448-3374 <br />A A C ----- 1 0 0 9 9 <br />ry <br />0 <br />Li <br />z W <br />o z <br />0 O o U <br />z <br />w o rro <br />J <br />Li <br />J _ <br />U <br />Q w <br />Li m <br />0 <br />0 <br />w <br />0 <br />W <br />U) <br />0 <br />0 <br />M <br />LO <br />LSI <br />Ei <br />a <br />a <br />Q <br />a <br />a <br />Q <br />REVISIONS: <br />cn <br />J <br />U) <br />z cn <br />= w <br />0 � <br />o_ <br />U <br />STRUCTURAL GENERAL NOTES <br />SCHEDULES AND DETAILS <br />SCALE INDICATED <br />CHECKED BY: <br />ISSUE DATE: <br />MAR <br />02/04/22 <br />DRAWN BY: <br />PROJECT NO. <br />DAIS <br />2154 <br />�RUS <br />'c <br />�lA I L <br />S <br />a <br />•" <br />2x4 <br />BRfi <br />10 SP_ 2'-0" c/c = 20'-0" (MAX_) <br />TYPICAL PERMANENT LATERAL BRACING FOR TRUSSES <br />NOTES: <br />HORIZONTAL BRACING OF TOP AND BOTTOM CHORD= <br />1_ PROVIDE ONE ROW OF HORIZONTAL BRACING <br />AS SHOWN EVERY 10'-0" OF SPAN OF TRUSS_ <br />2_ BRACING MEMBERS TO BE CONTINUOUS 2x4 WOOD <br />MEMBERS AT SPLICE LOCATIONS, LAP BRACING <br />MEMBERS OVER AT LEAST TWO TRUSSES_ <br />ROSS <br />C ING <br />D I AGONAL BRAC ING: <br />1_ PROVIDE CROSS BRACING, AS 6HOWN, AT EACH END <br />OF EACH ROW OF PERMANENT HORIZONTAL BRACING, <br />AND AT NO MORE THAN 20'-0" SPACING IN <br />DIRECTION OF HORIZONTAL BRACING_ <br />2_ BRACING MEMBERS TO BE 2x4 WOOD MEMBERS_ <br />DETAIL OF PERMANENT LATERAL BRACING FOR TRUSSES <br />SCALE: N.T.S. <br />Sd RING <br />SHANK <br />5/0" CDX CONC_ <br />PLYWOOD-/ --A BEAM, SEE <br />�1M 2x8 <br />FACIA_ SEE <br />ARCH'L <br />PLYWOOD Sd RING SHANK <br />EDGE HOT -D IPPE D <br />GALVANIZED 6 4"r-Ir- <br />RING <br />"c/cRING SHANK <br />STANDARD NOOK <br />TOP OF TB <br />SEE PLANS <br />VERIFY WITH ARCH. <br />DRAWINGS <br />BLOCK WALL <br />//--2- l(od NAILS <br />AT FACIA_ <br />WOOD TRUSS, 7 TYP_ <br />SEE PLA <br />PLYWOOD ROOFING <br />NAILING PLAN <br />\DETAIL <br />�_02SCALE: N.T.S. <br />2x8 STRUCTURAL <br />SUB -FASCIA ALL <br />CONN_ W1 (4)- l(od <br />NAILS <br />CORNER OF ROOF TRUSSES <br />B D E T A I L <br />63.02 SCALE: N.T.S_ <br />ROOF TB RE INF_ <br />SEE BEAM SCHEDULE <br />ADD #3 C <br />ADD 2 05 BOTT_ <br />EXTEND (o" INTO <br />WALL EACH END_ <br />I. WINDOW OR DOOR OPENING I. A" <br />TYPICAL CONC. HEADER DETAIL ABOVE <br />WINDOW / DOOR OPENING <br />RAI <br />RODRIGUF� <br />ARCHITECTS <br />INCORPORATED <br />2121 PONCE DE LEON BLVD, STE, 1010 <br />CORAL GABLES, FL. 33134 <br />TEL: (305) 448-3373 <br />FAX: (305) 448-3374 <br />A A C ----- 1 0 0 9 9 <br />ry <br />0 <br />Li <br />z W <br />o z <br />0 O o U <br />z <br />w o rro <br />J <br />Li <br />J _ <br />U <br />Q w <br />Li m <br />0 <br />0 <br />w <br />0 <br />W <br />U) <br />0 <br />0 <br />M <br />LO <br />LSI <br />Ei <br />a <br />a <br />Q <br />a <br />a <br />Q <br />REVISIONS: <br />cn <br />J <br />U) <br />z cn <br />= w <br />0 � <br />o_ <br />U <br />STRUCTURAL GENERAL NOTES <br />SCHEDULES AND DETAILS <br />SCALE INDICATED <br />CHECKED BY: <br />ISSUE DATE: <br />MAR <br />02/04/22 <br />DRAWN BY: <br />PROJECT NO. <br />DAIS <br />2154 <br />D.D.A. ENGINEERS P.A. <br />A DETAIL � CONSULTING ENGINEERS <br />4930 S.W. 74TH Court <br />Miami, Florida, 33155 <br />63.02 SCALE= N.T.S. Phone: (305)666-071-1 <br />JFax:(305)666-5259 <br />" www.ddaeng.com <br />2022-42-B OF <br />53.02 <br />SHEETS <br />