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3 <br />J <br />I <br />N <br />L <br />i <br />J <br />m <br />LO <br />CD <br />2 <br />0 <br />IV- <br />J <br />N <br />0 <br />I <br />M <br />N <br />LO <br />0 <br />LO <br />i <br />L <br />0 <br />i <br />0 <br />6 <br />N <br />0 <br />i <br />E: <br />co <br />Cd <br />C <br />O <br />L <br />C <br />0- <br />;z <br />0 <br />0 <br />i7 <br />M <br />0 <br />a <br />0 <br />0 <br />a <br />N <br />O <br />Lc <br />0 <br />0 <br />z <br />4 <br />z <br />Of <br />Iyl <br />Q <br />0 <br />0 <br />SIMPSON HGAMV <br />W/ <br />(4) 1/4"1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (4 <br />1 /4"X2 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--� <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S5 Mom( 911 <br />BACKNAIL w/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS <br />UNSUPPORTED, ( ) <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL <br />45'± <br />/ <br />45' ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CR0 <br />BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAIL <br />2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />' <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3) 1 Od & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />•• <br />BLOCKING <br />7/16" OSB SHEATHING <br />END <br />ATTACHED W/ 10d <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <br />' <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />10dX3" @ 3" 0/C <br />CORD ATTACHED W/ (2)16d TOENAILS <br />w/ 10d NAILS @ 6" O.C. <br />THROUGH CHORD <br />2"1 LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2"x6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS ) <br />NAILING SCHEDULE FOR SHEATHING <br />DETAIL <br />2"1 CROSS BRACE <br />APPROX. 8" FROM <br />/ <br />RIDGE FASTENED AT <br />/ / <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3) 10d <br />/ <br />2x4 CROSS BRACE APPROX. 8" <br />& (2) 10d TOE NAILS @ <br />FROM RIDGE FASTENED AT <br />EA. END <br />EACH JOINT w/ (3)1Od & (2)1Od <br />(NOT REQ'D WHEN <br />/ <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2"CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />// \ <br />(2)16d <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />/ <br />\\ NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />\\ <br />• <br />AND 1 <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />\\ <br />\\ \ <br />NAILS <br />W/ (2) 16d TOENAILS <br />If <br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />WEEP SCREED THE FIRST (4) ROWS OF TRUSSES <br />FASTEN WITH 10dx3" @ 4" O/C SPACED77 <br />1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL <br />INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ 4 1/4"x1 1/2" SDS SCREWS TO <br />@ 48" O.C. BLOCKING, FASTEN WITH ( ) <br />SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"1 SDS SCREWS TO PLATES AT 24" O.C. <br />MOISTURE BARRIER 1 Odx3" @ 4" O/C <br />1/2"x 8" "T BOLT @ 32" O.C. MINIMUM 6" FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"10 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED <br />10dx1 1/2" NAILS AT EA. <br />& (4) 1/4"X2 1/4" TITEN @ 4'4" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <br />GABLE WEB SECTION 2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />10d NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />REFER TO DETAIL J <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />AND FASTENERS. FIRST 4 BAYS) <br />N <br />N <br />(MIN. <br />ON SHEET S5 FOR <br />r <br />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />WOOD TRUSSES <br />50 <br />1112 <br />00 <br />1/ " <br />2"1 CROSS BRACE <br />(2)16d NAILS <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />1 <br />1 2 <br />1 <br />1 2 <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />/� <br />1 Od & (2)1 Od TOE <br />TRUSS SPANS <br />ATTACHED W/2-16d <br />`�ul�t' <br />NAILS @ EA. END <br />AT EA. TRUSS JOINT <br />4' LAM NA I <br />(Z) 2 x I TONS W/ (1) ROW <br />3 2" x 4" LAMINATIONS W/ 1 ROW R F <br />() () (3) 2" x 6" LAMINATIONS W/ (2) OW5 0 <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" 0/C FOR THE <br />2 16d NAILS <br />( ) <br />2x4 BLOCKING @ 24" <br />(D = 0.148 , L = 3") OR EQUAL <br />(D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUAL <br />FIRST (4) ROWS OF <br />0/C w/ (2) 16d <br />TRUSSES FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />w/ (2) 16d TOENAILS <br />ARCHITECTURAL FINISH <br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT SAT SP2 w/ (12 <br />NEACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />REV. 06.08.22 <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E GES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL [ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH 2x4 BLOCKING W/ <br />EXT. WALL CONN. �a 1Odx3" @ 4' O/C (2)12d TOENAILS <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL <br />(2)16d NA <br />(2) 16d PER <br />JOINT <br />..... ,...... .... , , .., ......,.., . ... 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />VVIV 1 ULl11111V1.1 <br />12" <br />RSH SCHEDULE <br />ATTACHMENT <br />#2 SYP BLK'G @ 16" O.C. <br />Od x 0.131" <br />NAILS EA. SIDE <br />IT. 2x4 #2 SYP w/ 1 Od <br />XO.131"@8"0.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL("I 0 <br />SCALE: N.T.S. S5 <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />`MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAM10KTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"X2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />BRACING w/ (3) 10d x 3" Al I = <br />• EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN.NON -LOAD <br />BEARING LOCATIO(UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.0.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-O" - 6-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />L DBL. TOP PLATE \-STUDS 16" O.C. <br />CONT. BEARING @ <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 n <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCK►NG <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 1 Od NAILS @ 4" O.0 <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" 1" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />v- CONTINUOUS BOTTICIIIIIIi CHORD BRACING 2X4 MIN. <br />d <br />w <br />LU <br />0 <br />o <br />' <br />O <br />V <br />z o <br />111 <br />in o <br />o <br />O <br />v <br />0 <br />w <br />Q <br />o <br />o <br />O <br />----Q <br />T <br />w <br />— <br />— <br />— <br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />ZBOTTOM <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ 4'1 O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2)10d AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />III <br />d� <br />> Lj <br />4-= <br />a»- C5 <br />C� <br />M <br />�Cj <br />amp <br />N C 4 I. O <br />y p N g <br />Q � N 1C <br />c <br />CU <br />� v <br />e, zz•e <br />v / <br />al�'3�p�R2�lge64t1dIf <br />A <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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