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S <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />@ 24" 0/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />ZZ <br />4" MAX. <br />O.C. (OPTIONAL -SEE <br />BLOCKING FOR <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE TOP PLATE <br />OF TRUSSES @ <br />2x4 CROSS BRACE APPROX. 8" <br />2"x4"CROSS BRACE <br />24" MAX. <br />EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2)10d & (2)10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />SECTION FOR SIZE &SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2) 16d <br />7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />W/ 1Od NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />2 4 "T" ON TOP OF PANEL <br />INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS x <br />2x4 "T' ON TOP OF PANEL BLOCKING, EDGES AND 12" O.C. FIELD BLOCKING, FASTEN WITH <br />WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4)7 <br />10dx3" @ 4" 0/C <br />FASTEN WITH 10dx3" @ 4" O/C SPACED 2"x6" P.T. SILL ROWS OF TRUSSES FROM 2x4'T" ON TOP OF PANEL <br />48 O.C. INSTALLED PER MANUF. NOTCH L BRACE HERE SIMPSON HGA1OKTw/ (4)1/4"x1 1/2" <br />@ " e n n N N EA. END TYP. TOP & BLOCKING, FASTEN WITH <br />5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED SDS SCREWS TO TRUSS & (4)1/4"x3" <br />MOISTURE BARRIER BOTTOM ATTACHED w/ (2) 1063" @ 4" O/C SIMPSON SP2 w/ (12)10d <br />518"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. <br />NAILS AT EACH STUD <br />PLATE SPLICES W/ 3/16"x2" PLATE WASHER <br />SIMPSON HETA20 w/ (8) <br />O.C. MAX w/ MIN. 4"EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />10dx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />1 EMBEDMENT IN KO BLOCK <br />GABLE WEB SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />BACKNAIL W/ (2)16d NAILS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />r <br />r <br />SEE STRUCTURAL <br />X-BRACING, AND TOP <br />r <br />"' <br />"' <br />" <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />`° <br />� <br />go <br />SHEATHING DETAIL <br />1 <br />1 <br />11 ". <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />;° <br />� <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <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 />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />O/C wl (2) 16d <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 />END TYP. TOP & <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" <br />DIA. x 51/2" LAG SCREWS OR EQUAL <br />w/ (2)16d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />�� <br />�� <br />SIMPSON H10A w/ (18) <br />2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT <br />TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. CJ'CJ SCALE: N.T.S. S`CJ <br />10d x 1 12" AT EA. 2x4 OUTLOOKER <br />8d @ 6"0/C 2 x 4 BLOCKING w/ (2) 1Od <br />OUTLOOKER @ 24" 0/C <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />TOP CORD <br />24" 0/C (TYP) <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />24" MAX. EDGES OF <br />SHEATHING TYP. <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />z <br />1/2" CDX PLYWOOD OR 7/16" <br />W <br />(2) 16d NAILS OSB SHEATHING ATTACHED <br />BRACING w/ (3)1Od x 3" AT <br />W/ 1 Od NAILS @ 6" O.C. <br />• EACH CONN. @ 24" O/C <br />E ES AND 12" O.C. FIELD <br />SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER <br />JACK TRUSS <br />1/4"x1 1/2" SDS SCREWS TO <br />SEE PLAN FOR <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />CONNECTION <br />TITEN TO CMU <br />MASONRY WALL <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 2x4 "T" ON TOP OF PANEL) <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS <br />EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING <br />D ) SECTION <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8g� <br />ADDITIONAL INFORMATION. <br />g <br />LO <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS <br />NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. 2"x4° SEE STRUCTURAL NOTES — <br />@ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE <br />TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />" <br />SIMPSON H1 OA w/ (18) <br />SIMPSON SP4 w/ (6)10d x <br />10d x 1 12" AT EA. <br />OUTLOOKER <br />1 12" AT EA STUD (USE <br />SP6 FOR 2x6 WALL, USE <br />SP8 FOR 2x8 WALL) <br />BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />SEE STRUCTURAL NOTES 10d x 1 12" AT EA. <br />OUTLOOKER <br />ROWS OF a5° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING <br />TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROW <br />EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES <br />SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT Wl (3) 10d <br />AT LEAST 909'o OF WEB <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)1 Od TOE NAILS @ <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />• SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />— —� <br />ATTACHED W/ 10d <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1 OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />OSB SHEATHING ATTACHED <br />w/ 10d NAILS @ 6" 0 C <br />SIMPSON HGAM11 <br />wl <br />(4)1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <br />1/4"x2 3/4" <br />TITEN TO CMU <br />MINIMUM 2x <br />CROSS BRACING <br />a <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />311 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />N <br />O <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. <br />S5 <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2)10d PER JOINT <br />1 Odx3" O/C @-/ 2"x4' <br />TOENAIL 6" O/C RUN <br />W/ (2)16d TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />o � <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />12 AND LOCATION) <br />6.9 MAX.:�� <br />12 <br />E 6 <br />A S5 <br />i <br />G 5 <br />`-CONT. BEARING <br />GABLE END BRACING DETAIL <br />Q 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-ENGINEERE <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 />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -t <br />2x4 BLOCKING —2x4'7" 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.(a:) <br />SCALE: N.T.S. S5 <br />2x4'7 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"O/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 />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />INS <br />ARCHITECTURAL FINISH NOTE: <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 />010" - 3141 <br />S-0" - 6'-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"W' #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 HGAIOKT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS <br />TO PLATES PP.) <br />/—GABLE TRUSS <br />�VVIV I. DCFIRIIVU <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 />ENDJACK <br />1 V-0" MAX. <br />o <br />� <br />a <br />✓,9 <br />P� <br />CORNER JACK <br />U <br />Q <br />W <br />cc <br />cc <br />0 <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI 1-13 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />xa� <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <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 />_zo <br />z�z <br />a <br />V) 0 <br />W <br />0 <br />•U <br />— <br />0 <br />Ln c O <br />2 <br />E <br />� <br />�~ <br />M <br />m� <br />N <br />LU <br />.AIIIIIIIIIIIIIII0 E <br />— E <br />_ <br />v - <br />00 <br />ju <br />LvY <br />. <br />-R$�-O <br />¢ to"a <br />C5 <br />B <br />D.� <br />N C-B D C <br />r, <br />fof/ <br />\\\\ v <br />,�i <br />�. <br />z � <br />t C <br />�' o <br />J o <br />tl <br />W <br />Q. <br />gall. <br />IL°°'FLU <br />I E S SI <br />It 111 <br />1 <br />fill ormation, and <br />To the best of the Engineer's kno n111) <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z Ir\► <br />N <br />OWCD <br />> (n M C <br />M <br />Q � Ln <br />G. cn •� d- <br />Q�LLf) <br />a <br />z <br />H .M <br />oC V a T-1 <br />O <br />Q <br />z <br />Z E <br />J <br />W <br />� <br />W� <br />Zgo <br />Oa=U <br />�W <br />&H <br />U W <br />g <br />L <br />W <br />J <br />�Z <br />5 <br />LL <br />o. <br />to <br />C <br />U <br />= <br />�/ <br />z <br />a <br />O u- <br />P <br />Q <br />J86 <br />oa <br />Q <br />^ <br />uj ad <br />- <br />MR2 <br />Z <br />Z <br />J <br />Ln <br />LLJ <br />a E <br />x� <br />Ln <br />N <br />Q <br />Z <br />O <br />N <br />Z <br />Z <br />00 <br />O <br />Co <br />g <br />= <br />,-i <br />a <br />(n <br />§ <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION N0. 4mO <br />SHEET NO. <br />S5 <br />