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llw tAl�l�ll' �r'1� ��*��1�A�+rrr�ll�lrAR��IFIg111A"I� <br />SIMPSON HGAM11 <br />W/ <br />(4)1 /4"xl 1 /2" SDS <br />SCREWS <br />TO BLOCKING & (I <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" 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 MAX 9" <br />BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING <br />I <br />45°± <br />37 <br />45° ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />SCHEDULE FOR <br />2x4 CRO BRACE <br />SHEATHING DETAILO4R <br />2x8 SYP#2 "L" BRACE TO <br />APPROX. 8" FROM <br />' <br />EXTEND AT LEAST 90% OF <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />' <br />EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />& (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />EA. END @ 48" O.C. <br />EACH JOINT w/ (3)10d & <br />SIMPSON H2.5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />BLOCKING <br />7/16" OSB SHEATHING <br />END <br />L BOARD <br />GABLE TRUSS <br />ATTACHED W/ 10d <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @..ST <br />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 />OS <br />10dX3" @ 3' 0/C <br />CORD ATTACHED W/ (2)16d TOENAILS <br />w/ 10d NAILS @ 6" O.C. <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />SLOPE OF ADJACENT SCISSOR TRUSS) <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 />/ <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 />\\ <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" 0/C FOR THE <br />(2)16d <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />AND 12" O.C. FIELD <br />BOTTOM ATTACHED <br />\ <br />(2) 16d NAILS <br />W/ (2)16d TOENAILS <br />INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE <br />WEEP SCREED THE FIRST (4) ROWS OF TRUSSES <br />FASTEN WITH 10d 3" <br />4 O/C SPACED 2x4'T' ON TOP OF PANEL <br />x @ 1/2 x 8 J BOLT @ 48 O.C. <br />@ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO <br />SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />10dx3" @ 4" O/C <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />MOISTURE BARRIER <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 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"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />1 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"x21/4" <br />SCALE: N.T.S. <br />S5 <br />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 />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />N <br />N <br />T <br />SEE STRUCTURAL <br />X-BRACING, AND TOP <br />� <br />N <br />NOTES AND NAILING <br />CHORD BLOCKING <br />`° <br />� <br />� <br />SCHEDULE FOR <br />INFORMATION <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 1 <br />(2)16d NAILS <br />WOOD TRUSSES <br />00 <br />00 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />1 <br />12„ " <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT W/ (3) <br />BOTT. CHORD FOR 4 <br />10d & (2)10d TOE <br />TRUSS SPANS <br />4D� <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 />(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />@ 48" 0/C FOR THE <br />(2) 16d NAILS <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />FIRST ROWS OF <br />• <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 />O/C w/ (2)16d <br />E <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 />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON — LOAD BEARING LOCATION , D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - <br />SEETYP. WALL SECTION FOR SCALE:3/4 - 1 -0TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS <br />ADDITIONAL INFORMATION. S5 <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL t <br />(2)16d NA <br />(2)16d PER <br />JOINT <br />2"x4" MIN. SEE MIS5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />GABLE END BRACING DETAIL <br />12" <br />ISH SCHEDULE <br />TTTACHMENT <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"0.C. <br />ALTERNATE NON —DROP <br />GABLE END DETAIL 10 <br />SCALE: N.T.S. S5 <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <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 SP2 w/ (12)10d <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD <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, 8d @ 6"0/C <br />IF >9" SEE 10/S5 r WOOD TRUSSES <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 />SIMPSON HGAMIOKTA w/ (4) <br />E ES AND 12" O.C. FIELD <br />1/4"xl 1/2" SDS SCREWS TO <br />JACK TRUSS <br />BLOCKING & (4)1/4"X2 3/4" <br />SEE PLAN FOR <br />TITEN TO CMU <br />CONNECTION <br />2x4'T' ON TOP OF PANEL) <br />BLOCKING, FASTEN WITH 2X4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS <br />SECTION g <br />I r — <br />SCALE: N.T.S. S5 <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 />2 x 4 BLOCKING w/ (2)10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />z <br />w <br />BRACING w/ (3)10d x 3" AT <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.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <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" - 3'-0" <br />3'-0" - 6'4" <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"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <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 />END JACK <br />1 V-0" MAX. <br />Ir�A <br />CL <br />Y CORNERJACK <br />Q <br />tY <br />W <br />Z <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -, <br />2x4 BLOCKING 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" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB J <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" "L" BRACE -� <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 />s- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />INS <br />a <br />NOTE: STOP 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'-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 />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 />� W <br />ti a i <br />y = W <br />Cc o <br />N <br />Q N J9 <br />Q•Y <br />as a .A-- en <br />m o <br />c c <br />� Cj <br />3 3 e <br />z.� Z"- <br />Z.o <br />_= E <br />0R N <br />��. .. <br />•• �, <br />v <br />� M <br />��Z 19 <br />U o� <br />�0Q <br />' 1 \ <br />R@f•ESSlow- <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. 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