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SIMPSON HGAMV <br />W/ <br />(4)1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <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 - [RSH] - 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" C1.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 MAX 9" <br />BACKNAIL w/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45°± <br />45° ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO8 BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAILY 2x4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />RIDGE FASTENED AT <br />@ 8 0 0/C. <br />EXTEND AT LEAST 90% OF <br />EACH JOINT W/ (3) <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />& (2)10d TOE NAILS @ <br />@ <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) 10d & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />ENS d TOE NAILS @ EA. .' <br />BLOCKING <br />• <br />7/16" OSB SHEATHING <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 />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />10dX3" @ 3" O/C <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />EDGES AND 12" O:C. FIELD <br />INTO 2"4" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />UNSUPPORTED, <br />BACKNAIL w/ (2)16d NAILS <br />IF >9" SEE 10/S5 <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR SHEATHING <br />DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3)10d <br />2x4 CROSS BRACE APPROX. 8" <br />& (2) 10d TOE NAILS @ <br />FROM RIDGE FASTENED AT <br />EA. END <br />EACH JOINT w/ (3) 10d & (2) 10d <br />(NOT REQ'D WHEN <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 />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />. �� <br />. �\ N LS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />SNAILS <br />• <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />(2) 16d NAILS <br />W/ (2) 16d TOENAILS <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" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL <br />@ 48" O.C. INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO <br />i I MOISTURE BARRIER SIMPSON META12 w! (7)10dx1 1!2" NAILS AT 6' -0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)114"x3"SDS SCREWS TO PLATES AT 24" O.C. <br />1/2"x 8" "J" 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"x2" PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED <br />10dxl 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />GABLE WEB SECTION <br />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 />1,, S5 <br />TITEN ON OUTSIDE <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 />REFER TO DETAIL J <br />N <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />N <br />r <br />X-BRACING, AND TOP <br />r <br />"' <br />CO <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />`� <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 <br />1 2 <br />1/ " <br />(2) 16d NAILS <br />WOOD TRUSSES <br />50 <br />00 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2X4 RAT RUN BRACING <br />1 <br />i 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 />TRUSS SPANS <br />4i� <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT <br />(2) 2 x 4 LAMINATIONS W/ (1) ROW <br />(3) 2 x 4 LAMINATIONS W/ (1) ROW <br />„ <br />(3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />@ 48" 0/C FOR THE <br />• (2)16d NAILS <br />2x4 BLOCKING @ 24" <br />(D = 0.148 , L = 3) OR EQUAL <br />(D - 0.207 , L = 41/2') OR EQUAL <br />(D = 0.207 , L = 41/2) OR EQUAL <br />FIRST (4) ROWS OF <br />O/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" <br />DIA. x 5 1/2" 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 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 (SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. e� <br />CROSS BRACING DETAIL <br />I <br />L_ <br />INMUM 2x <br />:ROSS BRACING <br />5EE PLAN FOR <br />OCATIONS) TOENAIL <br />(2)16d NA <br />(2)16d PER <br />JOINT <br />2"x4" MIN. SEE M/S5 <br />SCALE: N.T.S. <br />CONT. BEARING <br />12" <br />ISH SCHEDULE <br />TTACHMENT <br />SYP BLK'G @ 16" O.C. <br />I x 0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 10d <br />X0.131" @ 8" O.C. <br />ALTERNATE NON —DROP <br />GABLE END DETAIL 10 <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 />MINIMUM (2) 16d PER JOINT <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/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON 5P2 w/ (12) 10d <br />( NAILS AT EACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. SCJ 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 ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />X�:CONNECTION <br />2x4 "T" ON TOP OF PANEL) <br />LL <br />BLOCKING, FASTEN WITH <br />2X4 BLOCKING W/ <br />10dx3" @ 4" 0/C <br />(2)12d TOENAILS <br />SECTION <br />9 <br />SCALE: N.T.S. <br />S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />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 />�nrnnn Tyr rco�e <br />1/4"x1 1/2" SIDS SCREWS TO <br />BLOCKING & (4)1/4"X2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)10d <br />TOE NAILS AT EACH END @ <br />. 11-,^ <br />-BRACING w/ (3)10d <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.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-0" - 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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT W/ (4) 1/4"x1 1/2" SDS <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 />61M145UN SI'Z 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 <br />2x4 BLOCKING V 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d 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" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.C� <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" 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 />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, <br />N\ <br />� <br />C3 <br />w <br />0 <br />o <br />a <br />O <br />w 9 <br />zUJI 9 <br />m o <br />Q <br />­11 <br />O <br />Q <br />w <br />---- <br />9 <br />o <br />� <br />CDQ <br />X <br />---- <br />o <br />X <br />---- <br />w <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)'7 BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ 4'-0" 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 />W/ DROP CEILING BRACING DETAIL <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 />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 />00 o <br />ran <br />W <br />a <br />�� <br />� <br />-• V7 C'S f0 <br />, d, d <br />5; <br />'5". <br />d3:' <br />V�' <br />= m =f= <br />_ a <br />CFL <br />U Via. ��o�q•— <br />�0$`S!f)'��tl��� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />W <br />fY E <br />0 <br />O M U <br />a O o <br />v �'NCo <br />M V 4k u <br />U_ W a <br />Z <br />6 .?,4 NO <br />W �20,rn m <br />Z N O Q J <br />N <br />s o v ° <br />¢� <br />W El El <br />z N M <br />0 0 <br />z o <br />Q <br />N <br />c� <br />V) �o <br />U o <br />c6 w <br />" <br />u <br />o—� <br />„ _, g <br />N <br />�N <br />LU <br />s <br />z = <br />U ) <br />° <br />M14 <br />N <br />0 <br />ftd <br />w <br />M <br />co <br />Z <br />o S <br />z <br />!? E <br />E o� <br />= <br />g� <br />00 <br />z <br />QN <br />Z® <br />F� ro <br />— <br />x0 <br />Wo <br />00 <br />0 <br />O E <br />Q) <br />z <br />¢O <br />az <br />L <br />y ro <br />3 <br />_ <br />Y <br />0 <br />m� <br />0 <br />0, <br />Z F <br />J <br />.2 <br />Qz <br />�z <br />MENoag0 <br />c1. <br />�� <br /><m <br />I' <br />ow <br />V <br />¢ 0 <br /><0 <br />k <br />ti— <br />oLLr3 <br />U' <br />�O <br />w¢ <br />V' <br />¢Tov <br />zla <br />3 <br />O <br />O <br />i <br />Lo <br />OCo <br />N <br />m <br />f0CU <br />C7 <br />^' <br />i <br />co <br />O <br />r <br />�N/� <br />+, m <br />L / <br />0 <br />r1*1 <br />00 <br />N <br />O <br />O <br />O <br />o <br />LO <br />CU <br />� r <br />z <br />z <br />E O <br />ro' <br />a <br />U Q p <br />JOB <br />NO : 22-08306 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />