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SEE STRUCTURAL NOTES AND -� <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD <br />OR <br />BLOCKING F <br />FIRST FOUR <br />ROWS OF <br />TRUSSES @ <br />EDGES OF 2x4 CRO�� BRACE <br />SHEATHING APPROX. 8" FROM <br />TYPICAL@ RIDGEFASTENEDAT <br />48" O.C. EACHJOINTW/(3) 10d <br />MAX. & (2)1 Od TOE NAILS @ <br />EA. END @ 48" O.C. <br />TOENAIL W/ (2) 16d NAILS <br />2"x4" OUTLOOKERz SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS <br />@ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />SHEATHING DETAIL EA. OUTLOOKER 2"x4" <br />.4`17, 1 OUTLOOKER <br />N - @ 24" O.C. <br />45* 1 <br />24" MAX. <br />TOP CORD BLOCKING 45't <br />2X4 CONT"L" BRACE <br />OR <br />FOR FIRST FOUR <br />FASTENED W/ (2) 1 Od <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" O/C. CMID <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />x <br />AT LEAST 90% OF WEB <br />@ 8'-0" O/C. <br />EXTEND @ LEAST 90% OF <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACHJOINTW/(2) 10d <br />USP RT3A WITH 8-8d <br />7/16" OSB SHEATHING <br />&(2)10dTOE NAILS@ <br />ply <br />FROM LEDGER TP <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <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 />1/2" CDX PLYWOOD OR <br />1 0dX3" @ 3" O/C <br />THROUGH CHORD <br />INTO 74" P.T. PLATE <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />7/16" OSB SHEATHING <br />ATTACHED W/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O <br />2x4 "T" ON TOP OF PANEL BLOCKING , <br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL NOTCH 1" BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. WEEPSCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM- <br />-0 <br />- " O.C. TYPICAL. <br />USP HTA20 OR EQ. @ 6 INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />- USP HTA20 EA TRUSS <br />ALTERNATE LISP LSTA1 8 STRAIGHT STRAP @ 4-4-MOISTURE BARRIER <br />@ <br />. <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" O/C MAX.) Wn-1 Odxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" <br />NOTE: IF EMBEDDED TAPCONS. <br />STRAP MISSED VERTICAL SECTION <br />SECTION <br />WEB; USE ri Li:)i <br />SCALE: N.T.S. <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. 1\ �5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />SEESTRUCTURAL <br />X-BRACING, AND TOP <br />x <br />NOTES AND NAILING <br />CHORD BLOCKING <br />;o <br />;o <br />SCHEDULE FOR <br />SP HGAM10 W/ (4) <br />Wxl-3/4" WEDGE <br />INFORMATION <br />SHEATHING DETAIL <br />OLTS & (4) SDS 1/4 .1 <br />—111. <br />2 <br />2"X4" CROSS BRACE <br />1 1/2" SCREWS <br />WOOD TRUSSES <br />00 <br />90 <br />APPROX. 8" FROM <br />-7- <br />RIDGE FASTENED AT <br />RAT RUN BRACING <br />Lv <br />EACH JOINT W/ (2) <br />,,,--2x4 <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 />1� <br />2X4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <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 <br />FIRST (4) ROWS OF <br />2X4 BLOCKING @ 24' <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL L = 4 1/2") OR EQUAL <br />(D = 0.207 <br />END TYP. TOP & <br />O/C W/ 2 -16d <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" DIA. x 5 1/2" LAG SCREWS OR EQUAL <br />W/ (2) 16-d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <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 />EXT. WALL CONN. <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARIN <br />LOCATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />t1"D <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - <br />SEE TYP. WALL SECTION FOR <br />SCALE: 3/4" V-0" <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />S5 <br />2"X4" OUTLOOKER @ 24" <br />O.C. W/ (2) 1 Od PER JOINT <br />1INIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) 1 Odx3" O/C <br />TOENAILJ 6"O/C <br />W/ (2) 16d TYPICAL <br />(2) 16d PER <br />NAILS <br />JOINT <br />CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj_,� <br />SCALE: N.T.S.A S5 <br />2"X4"��-/ <br />RUNNERS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />GABLE TRUSS <br />"L" BRACE W/ 1 Old @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />12 <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />GABLE END BRACING DETAIL <br />S5 <br />CONT. BEARING <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />8d @ 6"O/C <br />WOOD TRUSSES <br />USP HGAM10 W/(4)-3/16"x1-3/4" - <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />1/2" SCREWS <br />CKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS <br />TOPCORD <br />_17 '- N BLOCKING FOR <br />USP RT16 OR FIRST FOUR ROWS <br />EQUAL @ EA. OF TRUSSES @ <br />OUTLOOKER 24" MAX. EDGES OF <br />SHEATHING TYP. <br />rl" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH ( EE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED W/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />S <br />2x4 "T" ON TOP OF PANEL <br />1" BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />USP HGA10 @ 36" <br />O.C. <br />DBL. TOP <br />STUD WALL <br />PLATE (SEE TYP <br />SEC <br />) <br />2x4 BLOCKING --2x4'7BLOCKING <br />@ 48- O.C. 16d NAIL <br />1-1 BRACE <br />ATTACHED <br />10d NAILS 4' <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAIL (_5 <br />SCALE: N.T.S. S5 <br />2x4'rr" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" 0. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAI <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING <br />48'� O/C <br />M7Z7�r.,,_GABLE TRUSS <br />TRUSS VERTICAL <br />. <br />. <br />(2) 2"x8" 1" BRACE <br />USP SPT24 @ EACH STUD <br />FASTENED WITH (3) <br />ER SIDE <br />SECTION r4 16d P <br />SCALE: N.T.S. SCISSOR GABLE 1711 BRACE@ <br />1\15� <br />AS PER HIB 91 SCALE: N.T.S. <br />2 x 4 BLOCKING W/(2) 1 Od <br />TOE NAILS @ EACH END @ <br />24" O/C (TYP) <br />\-BRACING W/(3) 1 Od x 3" @ <br />EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />\-BOND BEAM <br />MASONRY WALL <br />ARCH ITECTU RAL FINISH <br />_v` NON - LOAD <br />EXT. WALL CONN. /C- <br />BEARING LOCATIOR (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"x4" (U.N.O.) <br />1" BRACE <br />2"XIS" (U.N.O.) <br />1" BRACE <br />24" <br />OfOl' - T-0" <br />T-O" - 6f-01' <br />6-10" & 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4"O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SEESTRUCTURAL— <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL W/ (2) 16d NAILS <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />I'll r SEE STRUCTURAL— <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS <br />24" MAX. <br />EA. OUTLOOKER <br />SCHEDULEFOR <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />USP <br />8" FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />F11 <br />SPT4 @ E <br />EACH JOINT W/ (2) 1 Od & (2) <br />EACH JOINT W/ (2) <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />-1/2" CDX PLYWOOD OR 7/16" <br />@ 48" OIC FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />W/ (2) 16-d TOENAILS <br />2x4 PANEL BLOCKING a 48"A 2x4 BLOCKING <br />O.C. FOR THE FIRST (4) ROWS <br />Jv 2x4'7 ON TOP OF PANEL <br />OF TRUSSES FROM EA. END <br />TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH <br />W/ (2) 16-d TOENAILS 1 Odx3" @ 4" O/C <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION <br />(a) <br />SCALE: N.T.S. <br />� �5 <br />2X4 OUTLOOKER <br />BACKNAIL W/ (2) <br />f <br />16d NAILS @ 24" O/C <br />TOPCORD <br />BLOCKING FOR <br />USP RT16 OR <br />FIRST FOUR ROWS <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />EDGESOF <br />SHEATHING TYP. <br />BRACE TO EXTEND <br />0 <br />rl" <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLETRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />/- <br />(2) 16d NAILS <br />W/ 1 Old NAILS @ 6" O.C. <br />SAND 12" O.C. FIELD <br />JACK TRUSS <br />—SEE PLAN FOR <br />2X4 "T" ON TOP OF PANEL--/ <br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ <br />1 Odx3" @ 4" O/C (2)12d TOENAILS <br />SECTION <br />r9, <br />SCALE: N.T.S. <br />1\ �5 <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 />1" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />@ EACH STUD <br />GABLE END BRACING DETAIL SCALE:34'=1V' <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />ENDJACK <br />1 V-0" MAX. <br />LLJ <br />0 <br />2: <br />CORNERJACK <br />Uj <br />z <br />0 <br />j <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <br />z <br />Uj <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />N VIA <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) '7 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 1-03 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />CL <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" D.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS <br />TO FIXED LOCATION ATTACHED W/ <br />2-10d @ EA. TRUSS (NOTE: BRACING <br />MAY BE PLACED ON EITHER TOP OR <br />BOTTOM OF 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 />IDz Cf) <br />z <br />< <br />I <br />z <br />v) (D <br />Q) C-10 <br />4--J <br />U <br />0 U-j <br />E <br />Ch Of <br />Ln <br />0 <br />2 <br />2 <br />Co cli <br />8 <br />0 <br />g <br />U) <br />-S <br />Z, C6 <br />0 -, <br />CL <br />< 0 <br />U-) 0 V <br />,q — <br />2 0 <br />8 D. <br />IN C 8-1) C <br />A <br />a <br />Ul <br />0 -go <br />co ClOci <br />(A 3 <br />k's <br />z A -A <br />p <br />41, ze <br />i!11145. F <br />LL a �� <br />z <br />0 F E S <br />Uj <br />J,f,,,m <br />/111 <br />05 Ofill, <br />l­_ <br />0 11 El <br />I <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plan, and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the tructural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C) <br />C� <br />z <br />0 <br />0­4 4-J CD <br />(Al 53 t 0 e-, <br />> <br />Ln M <br />z-4 ro <br />4..r <br />U-) M Ln <br />U_ <br />zce U C:L CO <br />< <br />z 3i E,­ <br />z C) <br />LU <br />_j 0 <br />W ko <br />uua <br />z- g. <br />1i <br />1i - 0- - <br />uj 4 -0: <br />op 0 0: <br />Z LW LU <br />UZ <br />xW <br />LL <br />91 �i <br />8 <br />z <br />j� <br />Lnzz <br />U) <br />z <br />0 <br />_0 <br />N <br />< <br />ul <br />x <br />> <br />LLJ <br />0 <br />U <br />0 <br />uj <br />00 <br />�p <br />< <br />�96 <br />J <br />< <br />0 <br />Lj_ <br /><0 <br />5W <br />d <br />Z <br />r�4 <br />z <br />UJI <br />r4 <br />Ln <br />_j <br />jlj <br />Lij <br />ZE <br />0 <br />U. <br />r-4 <br />< <br />z <br />uj �_ <br />C0 <br />z <br />Z <br />tuV-4 <br />LU <br />IP <br />z <br />0 <br />0 <br />lr�l <br />:5 <br />CL <br />In <br />1 <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FFLORES <br />VERSION NO' 10 <br />SHEET NO. <br />S5 <br />55 <br />- <br />u, <br />W <br />