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SIMPSON HGAMV <br />W/ <br />(4)1/4"x1 1/2" SIDS <br />SCREWS <br />TO BLOCKING & (z <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 DETAILS (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. <br />MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) <br />IF >9" SEE 10/S5 <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45°± / <br />45' ± SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO BRACE SCHEDULE FOR <br />APP " SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO <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 />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />MAX. 9" <br />UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9„ <br />IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, <br />DETAIL <br />SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 <br />ROX. 8 FROM <br />RIDGE FASTENED AT <br />@ 8'-0" 0/C. <br />o <br />EXTEND AT LEAST 90 /o OF <br />`- DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />jr <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />& (2)lOd TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />' <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />EACH JOINT w/ (3)10d & (2)1 Od <br />EACH JOINT w/ (3) <br />AT LEAST 90% OF WEB <br />2x8 P.T. GABLE TRUSS <br />EACH JOINT w/ 3 10d & <br />() <br />SIMPSON H2.5A w/ (10) 8d <br />TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />LENGTH SEE TABLE <br />( ) <br />SILL 1/2 CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />FROM LEDGER TO <br />BLOCKING <br />2x FRAME WALL SEE WALL <br />( <br />NAILS EA. END <br />@ <br />GABLE TRUSS <br />' <br />7/16" OSB SHEATHING <br />END <br />GYPSUM WALL BOARD <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />ATTACHED W/ 10d <br />GABLE TRUSS <br />�� <br />1/2 CDX PLYWOOD OR 7/16 <br />48" 0/C FOR THE <br />�° (2)16d <br />7/16" OSB SHEATHING <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7116" <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 1Od NAILS <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM7 <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />1 OdX3" @ 3" O/C <br />CORD ATTACHED W/ (2)16d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ NAILS 6 O.C. <br />@ <br />AND O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />O.C. FIELD <br />THROUGH CHORD <br />GE10d <br />EDGES AND 12" O.C. FIELD <br />d <br />(2) 16d NAILS <br />"T" <br />INTO 2"x6" P.T. PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />W/ (2)16d TOENAILS <br />2x4 ON TOP OF PANEL <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />2"4" P.T. SILL <br />NOTCH "L" BRACE HERE <br />2x4 PANEL BLOCKING @ 48" O.C. FORI 2x BLOCKING <br />I <br />BLOCKING, FASTEN WITH <br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED <br />WEEP SCREED <br />1/2" x 8" "J" BOLT @ 48" O.C. <br />THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL <br />10dx3" @ 4" 0/C <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />WEEP SCREED <br />FROM EA. END TYP. TOP & BOTTOM BLOCKING FASTEN WITH <br />SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C <br />TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />SIMPSON SP2 w/ (12) 10d <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ 7 <br />() <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />MOISTURE BARRIER <br />Zx4 LEDGER (MATCH BOTTOM CHORD <br />DBL. TOP PLATE <br />NAILS AT EACH STUD <br />NOTE: IF EMBEDDED <br />1 Odx1 1/2" NAILS AT EA. <br />& (4)1/4"x21/4" TITEN 4'-0" O/C ALIGNED WITH <br />@ <br />SLOPE OF ADJACENT TRUSS) <br />STUD WALL (SEE TYP. SEC.) <br />STRAP MISSED VERTICAL SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <br />GABLE WEB SECTION <br />2 <br />SECTION 3 <br />SECTION <br />4 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4 <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />S5 EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDES <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" <br />REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, <br />ON SHEET S5 FOR N M SEE STRUCTURAL IF >9" SEE 10/S5 <br />X-BRACING, AND TOP r M NOTES AND NAILING <br />CHORD BLOCKING Nx 7R <br />INFORMATION `° =F co �' SCHEDULE FOR <br />1 1 SHEATHING DETAIL BACKNAIL w/ <br />WOOD TRUSSES 1/ (2)16d NAILS <br />00 00 2"x4" CROSS BRACE <br />2x4 RAT RUN BRACING APPROX. 8" FROMZvi <br />AT 24" O.C. ON TOP OF RIDGE FASTENED AT "L" BRACE TO EXTEND <br />BOTT. CHORD FOR 4 EACH JOINT w/ (3) AT LEAST 90% OF WEB <br />10d & (2)10d TOE LENGTH (SEE TABLE) <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d NAILS @ EA. END GABLE TRUSS <br />AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" <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 OSB SHEATHING ATTACHED <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE • (2)16d NAILS W/ 1Od NAILS 6" O.C. <br />2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF @ <br />O/C w/ (2)16d (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD <br />TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION <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) 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. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS <br />NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION g <br />IINIMUM 2x <br />;ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />12 <br />6.9 MAX. / <br />SCALE: N.T.S. <br />TOENAIL i <br />(2)16d NA <br />12" <br />SEE RSH SCHEDULE <br />FOR ATTACHMENT <br />2X4 #2 SYP BLK'G @ 16" O.0 <br />(2)1Od x 0.131" <br />TOENAILS EA. SIDE <br />CONT. 2X4 #2 SYP w/ 1 Od <br />XO.131"@8"O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL 10 <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />S5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />�CONT. BEARING <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 />SCALE: N.T.S. S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6° OVERLAP <br />�-MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. 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)1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <br />z <br />W <br />`BRACING w/ (3)1 Od 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 LOCATION (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-O" <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" O/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 />GABLE TRUSS <br />`—STUDS @ 16" O.C. <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 />11'-0" MAX. <br />yQ <br />CORNERJACK <br />O <br />a <br />U <br />W <br />z <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX <br />'W BRACE SEE DET. J/S5 <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" BLOCKING <br />2x4 BLOCKING @1-1 <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 />r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />i'm 6q <br />El <br />- <br />101�l <br />ICI <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'-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 />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 />SCISSOR TRUSS <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 />r <br />q���E"�Ei$II18I:f`opr / <br />a . <br />a" <br />v, <br />< '' <br />�jr' <br />r_-*r <br />U @�0 <br />C` <br />g ` <br />i <br />00, <br />o_" <br />, <br />ESSIG0 <br />fII'I IIl3'�'���: <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 <br />Code - <br />Residential 7th Edition. 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