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SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d NAILS <br />SEE STRUCTURAL <br />NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />16d NAIL <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />SCHEDULE FOR <br />@ 48" O.C. <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24" O.C.7 <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />"L" BRACE <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />„ „ <br />2x4 <br />O.C. (OPTIONAL -SEE <br />ATTACHED W/ <br />BLOCKING FOR <br />OUTLOOKER <br />ELEVATIONS) <br />BACKNAIL W/ (2)FIRST Zx4 OUTLOOKER <br />10d NAILS @ 4" <br />R <br />24" O.C. <br />SEE STRUCTURAL <br />16d NAILSTYPICAL <br />ROWS OF <br />45° ± 24" MAX. <br />TOP CORD BLOCKING 45°t <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />„ <br />4 MAX. EA. OUTLOOKER <br />NOTES AND NAILING <br />SCHEDULE FOR <br />TOP CORD <br />BLOCKING FOR <br />GABLE�� TRUSS WE <br />TRUSSES @ <br />EDGES OF 2x4 CROSS BRACE <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d <br />3"@ 24" O/C. CMID <br />FOR FIRST FOUR ROWS <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />USP RT16 OR <br />FIRST FOUR ROWS <br />DOUBLE L BRACING DETAIL 5 <br />SHEATHING APPROX. 8" FROM <br />EQUAL @ EA. <br />OUTLOOKER <br />ROWS OF TRUSSES @ <br />EDGES OF <br />HEIGHT <br />"L" <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2x4 CROSS BRACE <br />EQUAL @ EA. <br />EQUAL OUTLOOKER <br />OF TRUSSES @ <br />24 MAX. EDGES S <br />" <br />SCALE: N.T.S. S5 <br />TYPICAL @ RIDGE FASTENED AT <br />BRACE EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 BRACE TO <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />„ „ <br />2x4 T BLOCKING <br />48 O.C. EACH JOINT W/(3) 10d A <br />' O AT LEAST 90% OF WEB <br />0 <br />@ 8'-0" 0/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT "L" BRACE TO EXTEND <br />MAX. & (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />SPT4 @ EA. <br />EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ 2 <br />LEAST WEB <br />2x4 BLOCKING @ <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />E <br />10d & (2) 10d TOE <br />LE (SEE A <br />LENGTH (SEE TABLE) <br />48" O.C. <br />l <br />2x6 P.T. GABLE TRUSS <br />SILL �� <br />RIDGE FASTENED AT <br />EACH JOINT W/ D T <br />TABLE) <br />USP RT3A WITH 8-8d <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />GABLE TRUSS <br />"L" BRACE ATTACHED 16d NAIL <br />I <br />1/2 CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" O.C. <br />i J <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />7/16" OSB SHEATHING <br />TYPICAL <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />ATTACHED W/ 10d NAILS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING 48" O.C. FOR THE FIRST <br />@ <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />O. 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />GABLE TRUSS WEB <br />10dX3 @ 3 O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />(2)16d NAILS <br />n " <br />SINGLE L BRACING DETAIL s <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />'� " <br />ATTACHED W/ 10d NAILSTMT <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />W/ (2)16-d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />S5 <br />"T" <br />INTO 2x6 P.T. PLATE <br />" <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />@ 6" O.C. EDGES AND 12° <br />2x4 PANEL BLOCKING @ 48" <br />2x4 BLOCKING <br />BLOCKING FASTEN WITH <br />SCALE: N.T.S. <br />2x4 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />O.C. FOR THE FIRST (4) ROWS <br />' <br />10dx3" @ 4" 0/C <br />DIAPHRAGM <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING @ <br />@ 48" O.C. <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />USP HGA10 @ 36" <br />48" O/C <br />",, <br />MOISTURE BARRIER <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />W/ (2)16-d TOENAILS <br />10dx3" @ 4" O/C <br />O.C. <br />GABLE TRUSS <br />5/8„ x 10 J„ BOLT @ 32 O.C. MINIMUM 6 FROM <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <br />2x4 LEDGER MATCH BOTTOM <br />( <br />DBL. TOP STUD WALL <br />PLATE <br />TRUSS VERTICAL <br />USP HTA20 (2EA. TRUSS <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />(SEE TYP. SEC.) <br />VERT. WEB (24" 0/C MAX.) <br />W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />TRUSS) <br />USP SPT24 @EACH <br />STUD <br />(2) 2"x8" "L" BRACE <br />NOTE:IMISSED ER <br />STRAP MISSED VERTICAL SECTION <br />TAPCONS. <br />SECTION <br />2 <br />SECTION 3 <br />SECTION <br />4 <br />FASTENED WITH (3) <br />16d PER SIDE <br />WEB; USE <br />�� �� <br />SCISSOR GABLE T BRACE � <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />$5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />2x4 OUTLOOKER <br />„ <br />20'-0" MAX <br />"X" BRACE SEE DI J/S5 <br />20'-0" MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />REFER TO DETAIL J <br />N <br />BACKNAIL W/ <br />(2) <br />@ 24" O/C <br />8d @ 6 0/C 2 x 4 BLOCKING W/(2) 10d <br />SHEET FOR <br />N <br />SEE STRUCTURAL <br />16d NAILS <br />WOOD TRUSSES TOE NAILS EACH END @ <br />X- BRACINGAND TOP <br />, <br />N °, M <br />r <br />NOTES AND NAILING <br />TOP CORD <br />24" O/C (TYP) <br />SP HGAM10 W/ (4) CHORD BLOCKING <br />;o ;o <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />USP RT16 OR <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />4"x1-3/4" WEDGE INFORMATION <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OLTS & (4) SDS 1/4" <br />111,2 1/ •. <br />2"x4" CROSS BRACE <br />OUTLOOKER <br />24" MAX. EDGES OF <br />1 1/2" SCREWS WOOD TRUSSES <br />;o ;0 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />1 1 2 1 1 2 x <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />-- -- TRUSS SPANS <br />/� <br />`] <br />NAILS @ EA. END <br />GABLE TRUSS <br />o <br />w <br />ATTACHED W/ 2 -16d <br />L ° <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />SHEATHING <br />BRACING W/ 3 10d x 3" <br />O @ <br />_ <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ 1 ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " �� <br />O (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />@ 48" FOR THE <br />(2) 16d NAILS <br />OSB ATTACHED <br />W/ 10d NAILS @ 6 O.C. <br />• EACH CONN. @ 24" O/C <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />(4)O/C <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4" MOISTURE BARRIER <br />O/C W/ 2 -16d <br />(D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />1/2" SCREWS BOND BEAM <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 />W/ (2)16-d TOENAILS <br />CONNECTION <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />MASONRY WALL <br />I --- ARCHITECTURAL FINISH „ NOTE: <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 ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING _z_TOP & BOTTOM CHORD <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <br />10dx3" @ 4" 0/C (2)12d TOENAILS - -_ Aj 2) "T" BRACING MAYBE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES <br />THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR <br />EXT. WALL CON N. � COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. WALL CON N. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />SECTION — BEARING LOCATION UNEVEN CLG. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L <br />SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ) E EQu <br />ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-03 SCALE: N.T.S. S5 <br />S5 ADDITIONAL INFORMATION. <br />SCISSOR TRUSS <br />15 G 45° 2"x4" OUTLOOKER @ 24" 12 <br />O.C. W/ (2)10d PER JOINT 6.91 MAX. <br />MINIMUM 2x I OVERLAP TRUSS BRACING <br />CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />(SEE PLAN FOR WOOD TRUSSES <br />LOCATIONS) 10dx3" O/C @ 2"x4" <br />TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2) 16d PER NAILS 1T MAX <br />JOINT <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />74" (U.N.O.) <br />"L" BRACE <br />24" <br />010" - 3'-0" <br />3'-0" - 6'-0" <br />V-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />S5 <br />12 DOUBLE TOP PLATE <br />6.9 MAX. <br />2X4LEDGER <br />USP LSTA 18 <br />L-STUDS @ 16" O.C. <br />-1�� ��' CONT.BEARING — ONT.BEARING DBL. TOP PLATE USPHGAIO(TYP.) STUDS@16"O.C. USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL <br />GABLE END BRACING DETAIL @EACH STUD <br />GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION <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 />N VA ALTERNATE NON -DROP <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: <br />GABLE END DETAIL 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING <br />CROSS BRACING DETAIL rj_`,*)I, SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS <br />TRUSS BRACING OVERLAP DETAIL rM 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />SCALE: N.T.S. SrJ SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />�s <br />"L" BRACE W/ 10d @ 4" O.C. 12 3 <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) 6.9 MAx. <br />6.9 MAX. <br />"L" BRACE W/ 10d @ 4" 0/C <br />5 (SEE SCHEDULE FOR SIZE <br />5 35 AND LOCATION) <br />S5 <br />ABLE TRUSS <br />6 6 <br />S5 S5 <br />END JACK <br />1 V-0" MAX. <br />CC <br />9 <br />c� <br />CORNERJACK <br />Y <br />a <br />Q <br />w <br />Z <br />Er <br />0 <br />0 <br />z M <br />o <br />O <br />_ <br />z � <br />Z <br /><Ccl- <br />O <br />J <br />— <br />U) <br />0 <br />(A <br />(3) C _/) <br />(3)�--� <br />u, <br />o <br />U — <br />0 � <br />D_ w <br />� <br />0 <br />/ C)� <br />V <br />m <br />N M <br />W <br />t— E <br />— 8 <br />C, <br />m a M <br />O `oo <br />� ao <br />� au <br />Y <br />6C 0) <br />Sao <br />O <br />0) rn Q O <br />A 1 <br />B D. <br />N C B D C <br />T <br />jY a°b <br />co <br />I an <br />U!A <br />C& <br />0� <br />. �.; <br />Q— <br />rn � <br />a <br />—• f;&Vlx • <br />e•°•• <br />• cc <br />id 0) <br />FaS�O <br />�����°`�4A1�6111Ett1��'t���� <br />o <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential.. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1! <br />O <br />Z r-4 <br />O�I� <br />> U0 MC:) <br />M <br />a-+ <br />< fu Lr) <br />d- <br />a cn •,_, <br />4 LL <br />a .-� <br />� ��� <br />z <br />a 00 <br />z C <br />Z <br />WJ C:) <br />OZ <br />�o <br />z a <br />a� <br />r¢oo <br />Z� <br />0nWQ <br />!z==Z <br />W <br />0) <br />16" F- <br />00 <br />W z N <br />�Wo <br />pp <br />(� <br />oV) <br />; o <br />a Z <br />N <br />J <br />z <br />5 <br />'ZE <br />a <br />v)3 <br />5- <br />(v <br />Lr) <br />F-•• <br />Lu <br />o <br />Q <br />0 <br />Z <br />Z_ <br />Lou <br />y: <br />0 <br />JOc� <br />_00 <br />CL <br />o <br />¢Y� <br />V dm� <br />oQoa <br />Q <br />LU <br />O w <br />Z <br />W <br />r�•i <br />Lr) <br />W <br />oo <br />�az <br />W <br />Z V <br />O uj <br />o4Q <br />~ <br />,—I <br />Q <br />Z <br />QZ <br />aZ <br />m <br />O <br />_ <br />J R <br />¢z <br />,-•{ <br />a <br />U7 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO. <br />2.0 <br />SHEET N0. <br />S5 <br />