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3 <br />Q <br />LO <br />D <br />v <br />N <br />0 <br />O <br />a <br />0 <br />I <br />a <br />LO <br />Lo <br />0 <br />_ <br />cn <br />0 <br />C> <br />LO <br />I <br />LO <br />cn <br />0 <br />CI <br />Q <br />O <br />E <br />F2 <br />E <br />0 <br />S <br />v <br />c <br />J <br />t� <br />LO <br />U <br />0 <br />v <br />iu <br />'o <br />i <br />CL <br />c0 <br />J <br />ZZ <br />LO <br />5i <br />0 <br />0 <br />N <br />CV <br />O <br />\ <br />0 <br />m <br />v <br />cn <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. <br />MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 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' ± SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO BRACE SCHEDULE FOR <br />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 />RI DETAIL <br />SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 <br />APPROX. 8 FROM <br />RIDGE FASTENED AT <br />D T <br />MOISTURE BARR E <br />@ $'-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/ 1 <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />& (2)10d 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 />EA. END @ 48" O.C. <br />•• <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2,5A w! (10) 8d <br />EACH JOINT w/ (3)10d & (2)10d <br />EACH JOINT w/ (3) <br />AT LEAST 90% OF WEB <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3) 10d & <br />FROM LEDGER TO <br />TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />SILL <br />1/2" CDX PLYWOOD OR <br />2 10d TOE NAILS EA. <br />@ <br />'• <br />BLOCKING <br />2x FRAME WALL (SEE WALL <br />GABLE TRUSS <br />• <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 />1/2 CDX PLYWOOD OR 7/16' <br />@ 48" O/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 7/16" <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />10dX3" @ 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 12 O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />O.C. FIELD <br />T <br />THROUGH CHORD <br />-0 <br />GE10d <br />EDGES AND 12" O.C. FIELD <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 />If <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HEREI <br />2x4 PANEL BLOCKING @ 48" O.C. FOR <br />2x BLOCKING <br />BLOCKING, FASTEN WITH <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />WEEP SCREED <br />1/2" x 8" "J" BOLT 48" O.C. <br />@ <br />THE FIRST (4) ROWS OF TRUSSES <br />2x4 "T" ON TOP OF PANEL <br />10dx3" @ 4" 0/C <br />@ 48" Q.C. <br />INSTALLED PER MANUF. <br />WEEP SCREED <br />FROM EA. END TYP. TOP &BOTTOM <br />BLOCKING FASTEN WITH <br />SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SIDS SCREWS TO <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />4 <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7)1 Odxl 1/2" NAILS AT 6'-0" <br />0 C MAX w/ MIN 4" EMBEDMENT IN KO BLOCK - <br />INSTALLED PER MANUF. <br />ATTACHED w/ (2)16d TOENAILS <br />10dx3" 4" 0/C <br />@ <br />TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />SIMPSON SP2 w/ (12) 10d <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. TYPICAL77- <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/ 1 Od NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL s <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER I R 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J <br />SIMPSON META12 w/ (7} ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SLOPE OF ADJACENT TRUSS FASTENED WITH 3 <br />NOTE: IF EMBEDDED 10dx1 1!2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH ) STUD WALL (SEE TYP. SEC.) ( ) <br />GABLE WEB 16d PER SIDE <br />STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24,, SECTION 2 SECTION 3 SECTION 4 �� �� <br />WEB, USE MSTAM36w/(7} O.C. MAX) w/MIN.4 SCISSOR GABLE T BRACE 7 <br />1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. 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 MAX. 9" <br />REFER TO DETAIL J TT <br />AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, <br />ON SHEET S5 FOR Y f IF >9" SEE 10/S5 <br />X-BRACING, AND TOP r `" SEE STRUCTURAL <br />CHORD BLOCKING N NOTES AND NAILING <br />INFORMATION `° SCHEDULE FOR <br />1 1 SHEATHING DETAIL BACKNAIL w/ <br />WOOD TRUSSES _ 1/ (2)16d NAILS <br />`° 60 00 2"x4" CROSS BRACE <br />2x4 RAT RUN BRACING APPROX. 8" FROM <br />AT 24" O.C. ON TOP OF 1 1 2" % IjVRIDGE FASTENED AT "L" BRACE TO EXTEND <br />EACH JOINT w/ (3) AT LEAST 90% OF WEB <br />BOTT. CHORD FOR 4 10d & (2)10d TOE LENGTH (SEE TABLE) <br />TRUSS SPANS NAILS @ EA. END <br />ATTACHED W/ 2 -16d 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 <br />@ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED <br />SIMPSON HGAMIOKTA —i —2x4 BLOCKING @ 24" �p STAGGEREDO; OdRCOQM COMMON WIRE NAILS OF STAGGERED 1 COMMON <br />EQUAWIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. <br />(4) 1/4"x1 1/2"SDS O/C w/ (2)16d (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD <br />SCREWS 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 />TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION <br />1/4"x2 3/4" <br />TITEN TO CMU <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 (SPACE AS SHOWN FOR 3-PLY) <br />2x4 "T" ON TOP OF PANEL <br />EXT. WALL CONN. ct <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />2x4 BLOCKING W/ <br />(2)12d TOENAILS <br />NON - LOAD BEARING LOCATION D <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C. SAME NUMBER OF ROWS SAME SPACING ) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />SECTION <br />9 <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 <br />SCALE: N.T.S. <br />SCJ <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL <br />(2)16d NA <br />(2)16d PER <br />JOINT <br />12" <br />ISH SCHEDULE <br />XTACHMENT <br />SYP BLK'G @ 16" O.0 <br />I x 0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 1 Old <br />X0.131" @ 8" O.C. <br />I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />ALTERNATE NON -DROP <br />CROSS BRACING DETAIL J GABLE END DETAIL 10 <br />SCALE: N,T.S, S� SCALE: N,T.S. 55 <br />1 GABLE TRUSS <br />S5 <br />"L" BRACE W/ 1 Od @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />S5 <br />J- J. <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <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 rm <br />SCALE: N.T.S. Srj <br />GABLE END BRACING DETAIL <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAMI OKTA 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 />0 <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.) <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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />SIMPSON HGA10KTw/ (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 />a <br />@ 16' O.C. SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />SCALE: 3/4"=1'-0" STUD <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S� r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />M! <br />AIDmm <br />2CL <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 />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 />0 <br />CA o <br />u) o <br />ss - r, <br />0, C2-cc <br />_mod <br />o d`w d <br />cc <br />7 g <br />Y <br />0 <br />pp 4pptE <br />g4,to � B°Jp' <br />I J 4 <br />� <br />�� <br />�� <br />N <br />< <br />' <br />a,®+ F Lm <br />To the best of the Engineers 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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