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SIMPSON HGAMV <br />W/ <br />(4)1/4"x1 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-? (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 1 O/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 \ <br />45°± <br />/ <br />45° ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAILY 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 />, <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH &NOTCH AT <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 />FASTENEDAT <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />d TOE NAILS @ EA. <br />BLOCKING <br />7/16" OSB SHEATHING <br />END <br />GYPSUM WALL BOARD <br />ATTACHED W/ 1Od <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 />1 OdX3" @ 3" O/C <br />CORD ATTACHED W/ (2)16d TOENAILS <br />w/ 10d NAILS @ 6" O.C. <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD7 <br />EDGES AND 12" O.C. FIELD <br />INTO 2" 6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <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 />` <br />2x4 CROSS BRACE APPROX. 8 <br />& (2)10d TOE NAILS @ <br />/ <br />FROM RIDGE FASTENED AT <br />EA. END <br />EACH JOINT w/ (3) 1 Od & (2)1Od <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 />(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 />• <br />AND 12" O.C. FIELD <br />BOTTOM ATTACHED <br />\ <br />(2) 16d NAILS <br />W/ (2)16d TOENAILS <br />x 2x4 PANEL BLOCKING @ 48" O.C. FOR 4K2x 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 10dx3" @ 4" 0/C SPACED 2x4 "T" ON TOP OF PANEL <br />INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. 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)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 />MOISTURE BARRIER 10dx3" @ 4" O/C <br />1/2"x $" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ 7 10d NAILS <br />( ) <br />NOTE: IF EMBEDDED <br />10dx1 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />GABLE WEB SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX} w/ MIN. 4 <br />1Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. <br />SEE SCHEDULE" [RSH] - ON FRAMING SHEET FOR SHEATHING <br />REFER TO DETAIL J <br />N <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />N <br />r T <br />X-BRACING, AND TOP <br />r "' CO <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />00 <br />NOTES AND NAILING <br />INFORMATION <br />�x <br />`° <br />SCHEDULE FOR Ix <br />SHEATHING DETAIL BACKNAIL w/ <br />112' <br />(2)16d NAILS <br />WOOD TRUSSES <br />�° <br />2"x4"CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OFfli <br />jt]� <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />10d & (2) 10d TOE <br />ATTACHED W/2-16d <br />NAILS @ EA. END <br />AT EA. TRUSS JOINT <br />" " <br />(2) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />'Z\ <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" 0/C FOR THE 2 16d NAILS <br />( ) <br />2x4 BLOCKING @ 24'" <br />(D = 0.14$ , L = 3) OR EQUAL (D = 0,207", L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />FIRST 4 R <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 (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 LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD <br />) <br />SEE TYP, WALL SECTION FOR SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ° <br />ADDITIONAL INFORMATION. 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 />---- -„ r 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />12" <br />,SH SCHEDULE <br />TTACHMENT <br />SYP BLK'G @ 16" O.C. <br />I x 0.131" <br />AILS EA. SIDE' <br />2x4 #2 SYP w/ 1 Od <br />X0.131" @ 8" D.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ri 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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACI <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 1 O/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 />1Odx3" @ 4" O/C <br />DBL. TOP PLATE SIMPSON SP2 w/ (12)10d <br />2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH 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 1 O/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/ 1 Od NAILS @ 6" O.C. <br />E ES AND 1Z" O.C. FIELD <br />CJACKTRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL-' <br />I <br />L <br />I k <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />- <br />10dx3" @ 4" O/C <br />(2)12d TOENAILS <br />= a <br />SECTION <br />g <br />SCALE: N.T.S. <br />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 />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAMIOKTA 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)1Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />BRACING w/ (3)10d x 3" AT <br />s 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 LOCATION UNEVEN CLG. <br />t ) 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" - 6-0" <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 HGA10KTw/(4) 1/4"xt 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />`STUDS @ 16" O.C. <br />GABLE END BRACING DETAIL SCALE:3/4"=r-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />TRUSS <br />SIMPSON SP2 w/ (12) <br />1Od NAILS AT EACH <br />STUD <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 />1 Od 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�nz <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 J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE /`_7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />� CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />o <br />■ <br />o <br />NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGZ <br />BAYS <br />THAT MY BE REQUIRED <br />BOT TOM 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 />( 1 <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 />® <br />-a d <br />d� <br />> W <br />o� <br />L <br />��•� ;tea <br />o <br />k1111!0E1!!!i <br />•o <br />G�d <br />S 1 <br />Ot <br />F0 ' <br />Uj <br />4 C.- \ l <br />r_ <br />vSI�� <br />�r <br />fre�YlQ <br />A�kE��� <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 Florda Building <br />Code - <br />Residential <br />7th Edition. 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